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Preventing Kaolin Slurry Sedimentation: A Guide to Selecting the Right Suspension Aids


Time:

2026-06-05

Author:

Source:


 

Quick Answer: Kaolin slurry sedimentation is driven by Stokes' Law — fine kaolin particles settle when electrostatic repulsion is insufficient to counter gravitational force. The right suspension aid addresses this through three complementary mechanisms: electrostatic repulsion (most dispersants), steric stabilization (polymer-type aids), and thixotropic network formation (viscosity modifiers). No single product type fits all systems — the correct selection depends on your kaolin type, solid content, water quality, storage duration, and downstream process requirements. A systematic laboratory evaluation using a sedimentation column test is the only reliable method to pre-qualify suspension aids for your specific conditions.

For ceramic body applications, Goway ceramic deflocculants (FG-series deflocculants) and Sodium Tripolyphosphate (STPP, FG-1003) offer dispersant-driven sedimentation control as part of broader slurry stabilization.

Key Takeaways

  • Sedimentation is a Stokes' Law problem: settling velocity is proportional to the square of particle radius and the density difference between particle and liquid — and inversely proportional to medium viscosity. Reducing effective particle size (via dispersion) or increasing medium viscosity are the primary intervention points.
  • Kaolin surface chemistry matters: Goway FG-K90 kaolin carries Al₂O₃ 35.5% and Fe₂O₃ 0.45% (Source: Goway Technical Data Sheet) — its specific surface charge characteristics determine the minimum effective dispersant dosage. Ball clays like FG-B82 (Fe₂O₃ 1%) may require different stabilization strategies due to higher charge heterogeneity.
  • STPP is effective but sensitive: STPP (FG-1003: Na₅P₃O₁₀ 94%, pH 8.0–9.0) provides good electrostatic stabilization in clean water conditions but loses efficiency in the presence of Ca²⁺ and Mg²⁺ ions (Source: Goway Technical Data Sheet).
  • Polymer-type aids offer additional steric protection: polyacrylate-based suspension aids adsorb onto clay surfaces and create a physical barrier against re-flocculation, particularly useful for long-duration storage or high-solid-content systems. Goway ceramic deflocculants with higher SiO₂ content (such as FG-MK03: SiO₂ 20–22%) may contribute to steric effects in addition to electrostatic repulsion (Source: Goway Technical Data Sheet).
  • Thixotropic modifiers are a separate tool: products like xanthan gum and attapulgite prevent sedimentation by creating a weak gel structure at rest — not by dispersing particles. This mechanism is complementary to, not a substitute for, proper deflocculation.

Section 1: Why Kaolin Slurry Settles — The Physics of Sedimentation

Kaolin slurry sedimentation is fundamentally governed by Stokes' Law, which describes the terminal settling velocity of a spherical particle in a viscous medium:

Stokes' Law — Settling Velocity
v = 2r²(ρp − ρl)g / 9η

Where: v = settling velocity (m/s) r = particle radius (m) ρp = particle density (kg/m³) — kaolin: approx. 2,600 kg/m³ (industry reference value) ρl = liquid density (kg/m³) — water: approx. 1,000 kg/m³ g = gravitational acceleration (9.81 m/s²) η = dynamic viscosity of the medium (Pa·s)

Note: Kaolin particles are platy, not spherical. Stokes' Law provides an approximation framework; actual settling behavior of platy particles involves shape factors.

The Four Variables You Can Influence

Particle Radius
Dominant factor — settling velocity scales with the square of radius
→ Prevent floc formation; maintain primary particle dispersion
Density Difference
Δρ
Fixed by the kaolin mineralogy — not practically controllable
→ Cannot be changed without altering raw material
Gravitational Pull
g
Constant at ground level — not a process variable
→ Not controllable (centrifugal processes are different)
Medium Viscosity
η
Can be increased via thickeners/thixotropic modifiers
→ Higher viscosity slows settling, but adds process constraints

In practice, this means sedimentation control strategies focus on two levers: preventing floc formation (keeping r small via dispersants) and increasing effective viscosity at rest (via thixotropic modifiers). These two approaches are not mutually exclusive and are often combined in production.

Why sedimentation accelerates in storage: During agitation, turbulent flow continuously breaks up weak flocs. When the slurry is at rest in a storage tank or pipeline, this mechanical energy is absent — and even weak attractive forces (van der Waals forces) cause fine kaolin particles to gradually aggregate into larger flocs that settle much faster than individual particles (because settling velocity scales with r²).

Section 2: Kaolin Properties That Affect Sedimentation Risk

Kaolin is not a uniform mineral — different sources and processing grades present significantly different sedimentation challenges. The following parameters from Goway's kaolin products illustrate the key variables that influence slurry stability:

Table 1. Goway Kaolin Clay Products — Key Parameters Affecting Slurry Behavior
Product Code Sub-Category Whiteness
(1200°C)
Al₂O₃ (%) Fe₂O₃ (%) TiO₂ (%) K₂O (%) L.O.I (%) Sedimentation Risk Notes
FG-K90 Kaolin Clay 90.0 35.5 0.45 0.09 1.08 13.2 High Al₂O₃ → higher surface charge density; lower Fe₂O₃ → reduced charge heterogeneity; typically exhibits more predictable dispersion response
FG-K86 Kaolin Clay 86.8 33.71 0.43 0.02 3.17 11.35 Higher K₂O (3.17%) may indicate feldspar contamination; mixed mineralogy can increase optimal dispersant dosage vs. pure kaolin systems
FG-B88 Ball Clay 88.0 30.5 0.5 0.03 1.1 11.8 Lower Al₂O₃ relative to kaolin; higher organic content (typical of ball clay) increases LOI and may cause foaming; organic matter complicates ionic dispersant response
FG-B82 Ball Clay 75.0 32.5 1.0 0.2 2.1 12.5 Higher Fe₂O₃ (1.0%) and TiO₂ (0.2%) indicate more complex charge surface; greater coloring oxide content increases surface charge variability and may reduce deflocculation efficiency per unit dispersant
Source: All parameters from Goway Technical Data Sheet (v2.1). Sedimentation risk notes are qualitative assessments based on known mineral chemistry relationships; plant-specific behavior requires laboratory verification.

The Specific Surface Area Factor

Particle size — and consequently specific surface area (SSA) — is the dominant variable in sedimentation behavior that is NOT captured by oxide composition alone. Finer kaolin grades carry higher SSA, which simultaneously:

  • Slows settling (smaller r per Stokes' Law)
  • Requires more dispersant to achieve full surface coverage
  • Creates more complex floc structures when under-dispersed (platy particles stack in face-to-face and edge-to-face configurations)

D50 and D90 values are not included in the current v2.1 TDS. For kaolin grades where SSA is a primary design parameter, request the particle size distribution report from the Goway product team alongside the chemical composition data.

Section 3: How Suspension Aids Work — Three Stabilization Mechanisms

Mechanism 1: Electrostatic Repulsion

Dispersant molecules (phosphates, polyacrylates, silicates) adsorb onto the kaolin particle surface and introduce negative surface charges. When two particles approach each other, overlapping electrical double layers generate a repulsive force that opposes flocculation.

Key concept: Zeta potential — the electrical potential at the slipping plane of the double layer — serves as a proxy for electrostatic stability. More negative Zeta potential (typically below −30 mV) indicates stronger repulsive force. (Reference: colloidal chemistry literature, DLVO theory)

Limitation: Sensitive to pH and multivalent cations (Ca²⁺, Mg²⁺). Divalent ions compress the double layer, reducing repulsive range — a critical consideration when process water is hard.

Mechanism 2: Steric Stabilization

Polymer-type suspension aids (polyacrylates, polycarboxylates) anchor onto particle surfaces and extend hydrophilic polymer chains into the solution. When particles approach, overlapping polymer layers create an osmotic pressure increase that pushes particles apart.

Key advantage: Steric stabilization is much less sensitive to ionic strength and pH than pure electrostatic repulsion. This makes polymer-type aids more robust in high-salinity or variable water quality conditions.

Limitation: Higher cost per unit than inorganic electrolytes; may introduce organic load (relevant for body composition control). Adsorption reversibility varies by polymer architecture.

Mechanism 3: Thixotropic Network

Viscosity modifiers (xanthan gum, attapulgite, CMC) build a weak gel network in the slurry at rest. This network physically suspends particles by providing a yield stress — a minimum force required to initiate flow — preventing particles from settling through the medium under gravity alone.

Key advantage: Highly effective for long-duration static storage (24–72 hours). Does not depend on particle surface chemistry — works regardless of ionic conditions.

Limitation: Must be broken down before processing — requires mechanical agitation or a defined re-dispersion step. If the gel structure is too strong, it can cause pump cavitation or poor flow into the ball mill. Balance between stability and processability is critical.

Section 4: Four Types of Suspension Aids — Comparative Overview

Table 2. Suspension Aid Types — Mechanism, Advantages, Limitations & Typical Use Cases
Type Primary Mechanism Key Advantages Key Limitations Best Fit Scenario Indicative Dosage Range
Inorganic Electrolytes
(STPP, SHMP, Sodium Silicate)
Electrostatic repulsion; some chelation (SHMP) Low cost; well-documented in ceramic industry; SHMP effective for Ca²⁺/Mg²⁺ sequestration Sensitive to hard water; STPP hydrolyzes over time; limited steric protection Soft-water systems; standard kaolin with low coloring oxide content; short-to-medium storage 0.1–0.5% by dry weight (industry reference; requires plant-specific verification)
Ceramic Deflocculants
(Polysilicate / mixed ionic type, e.g., Goway FG-series)
Electrostatic + partial steric (from SiO₂ component) Broader ionic tolerance vs. pure STPP; formulated for ceramic body pH range; dual-mechanism action from NaO/SiO₂ balance Specific performance data for sedimentation prevention not published in standard TDS — requires application trial; higher cost than commodity STPP Ceramic body slurry with moderate water hardness; systems requiring both deflocculation and improved ionic tolerance; formulations with mixed clay types Refer to Goway product-specific starting dosage guidance; 5-point dosage curve test recommended
Synthetic Organic Polymers
(Polyacrylate, Polycarboxylate)
Steric stabilization (primary); electrosteric (combined) Strong performance in hard-water and high-ion-strength systems; robust at variable pH; longer effective duration Higher unit cost; organic load introduced; potential foaming at high dosage; molecular weight selection critical High-solid-content slurry (>65% w/w); long storage requirements (>24 hours); hard-water or recycled-water systems 0.05–0.3% by dry weight (typical for ceramic applications; source: general polymer chemistry literature)
Natural Biopolymers / Viscosity Modifiers
(Xanthan Gum, CMC, Attapulgite)
Thixotropic gel network formation; viscosity increase Effective for very long-duration static storage; ionic condition independent; attapulgite is mineral-based (no organic load) Requires re-dispersion agitation before processing; adds viscosity that may conflict with spray dryer or pump requirements; cost of xanthan gum per unit is relatively high Long-duration static storage (>48 hours); intermittent production with extended shutdown periods; pipeline transport Xanthan gum: 0.01–0.05% w/w (typical use in industrial suspensions); CMC: 0.05–0.2% w/w. (Industry reference values; plant verification required)
Note: All dosage ranges cited above are from general industrial and ceramic literature references and represent typical industry starting points. Actual optimal dosage for your specific system must be established through laboratory testing. Combining mechanism types (e.g., electrostatic dispersant + low-level thixotropic modifier) is a common industrial approach for optimizing the stability-processability balance. Data not verified against Goway TDS unless explicitly noted.

Section 5: Goway Dispersant Products — TDS Parameters Relevant to Slurry Stabilization

Goway's ceramic deflocculant and STPP product lines are primarily formulated for ceramic body deflocculation (viscosity reduction). Their sedimentation prevention function is a secondary benefit of their dispersant action — they reduce flocculation tendency by enhancing electrostatic or electrosteric repulsion between kaolin particles. The following TDS data is from the v2.1 product database.

5.1 Ceramic Deflocculants (FG-series)

The NaO:SiO₂ ratio in each product determines the balance between purely ionic (NaO-driven) and partially steric (SiO₂-driven) stabilization mechanisms:

FG-2017
NaO (%)30–32
SiO₂ (%)
P₂O₅ (%)0–1
L.O.I (%)55–60
Highest NaO content → strongest electrostatic contribution. No SiO₂ → primarily ionic mechanism. May suit standard soft-water body formulations with moderate clay. (Source: Goway Technical Data Sheet)
FG-MK03
NaO (%)12–15
SiO₂ (%)20–22
P₂O₅ (%)1–2
L.O.I (%)55–65
Balanced NaO/SiO₂ ratio. SiO₂ component may contribute partial steric stabilization alongside electrostatic repulsion. May suit systems with higher ball clay or moderate Ca²⁺ levels. (Source: Goway Technical Data Sheet)
FG-N203B
NaO (%)15–18
SiO₂ (%)30–33
P₂O₅ (%)0–1
L.O.I (%)45–50
Highest SiO₂ among FG-series → potentially greater steric contribution. May suit high-surface-area kaolin systems or formulations sensitive to over-deflocculation at high NaO dosage. (Source: Goway Technical Data Sheet)
FG-SL01A
NaO (%)18–20
SiO₂ (%)18–20
P₂O₅ (%)1–2
L.O.I (%)55–60
Symmetric NaO/SiO₂ balance → intermediate dual-mechanism profile. General-purpose candidate for mixed raw material systems. (Source: Goway Technical Data Sheet)
Data Gap Notice: The v2.1 TDS for FG-series deflocculants does not include specific sedimentation-related performance data (e.g., sedimentation rate reduction, critical dosage for stability, maximum effective solid content for sedimentation control). The NaO/SiO₂ mechanism descriptions above are based on general colloidal chemistry principles applied to the published composition data — they represent qualitative assessments, not measured performance claims. Contact Goway for application-specific technical consultation.

5.2 STPP Products (FG-1003 as Primary Grade)

STPP provides electrostatic sedimentation control through phosphate adsorption onto clay surfaces. Its effectiveness is well-documented in ceramic literature but is subject to hard-water limitations.

Table 3. Goway STPP FG-1003 — Key Parameters
Parameter Value Relevance to Sedimentation Control
Na₅P₃O₁₀ (%) 94 High active content → efficient phosphate dosing per unit weight
P₂O₅ (%) 56 Phosphate availability for clay surface adsorption
Fe₂O₃ (%) 0.015 Low iron → minimal discoloration risk in high-whiteness kaolin bodies
pH (1% solution) 8.0–9.0 Mildly alkaline — compatible with typical ceramic body pH range; less aggressive than higher-pH phosphate grades
Insoluble Matter (%) 0.1 Low insoluble content → clean dispersion without introducing contamination
Source: All values from Goway Technical Data Sheet (FG-1003). Hard-water limitation (Ca²⁺/Mg²⁺ sensitivity) is a well-documented characteristic of sodium tripolyphosphate in ceramic literature — see our STPP vs Deflocculant comparison guide for detailed evaluation.

Section 6: Selection Matrix — Matching Suspension Aid Type to Your Conditions

Use the following decision framework to identify the most appropriate suspension aid category for your kaolin slurry system. Final selection and dosage must be confirmed through laboratory testing.

Soft process water + standard kaolin + storage < 8 hours
Start with STPP (FG-1003) — cost-effective, well-established in ceramic body applications. Use 5-point dosage curve to find optimal dosage. Monitor Ford Cup flow time as primary stability indicator.
Moderate water hardness OR mixed clay body (kaolin + ball clay)
Evaluate Goway ceramic deflocculant (FG-MK03 or FG-SL01A as starting candidates due to NaO/SiO₂ balance). Their SiO₂ component may provide more robust stability vs. pure STPP in the presence of moderate Ca²⁺ levels. Laboratory comparison test against STPP is recommended to quantify benefit.
High solid content (> 65% w/w) AND storage > 16 hours
Evaluate synthetic polymer dispersant (polyacrylate or polycarboxylate) — steric stabilization maintains effectiveness at high particle concentration where electrostatic mechanisms may be insufficient. Source from chemical suppliers with ceramic application experience; compare with STPP baseline using sedimentation column test.
Very long static storage required (> 48 hours, e.g., weekend shutdown)
Consider adding low-level thixotropic modifier (xanthan gum at <0.02% or attapulgite) as a complement to your primary dispersant. This creates a weak gel structure at rest without significantly increasing pump-operating viscosity. Always verify re-dispersion performance before adoption.
Hard water (> 200 ppm as CaCO₃) confirmed by lab test
Prioritize SHMP (Sodium Hexametaphosphate) or a deflocculant with chelating capability — SHMP sequesters Ca²⁺ and Mg²⁺ before they can compress clay double layers. Evaluate FG-series deflocculants with P₂O₅ content (FG-MK03: 1–2%, FG-SL01A: 1–2%) for combined phosphate + silicate action. Hard water treatment of process water should also be considered at source.
Recycled ceramic body waste included in slurry feed
See our dedicated guide on Recycled Materials in Ceramic Body — the ionic contamination from recycled materials requires a separate evaluation framework beyond standard kaolin sedimentation control. A combined pre-treatment + deflocculant strategy is typically needed.

Section 7: Lab Trial Protocol — Sedimentation Column Test

The sedimentation column test is the simplest and most direct method for quantifying kaolin slurry sedimentation behavior. The following protocol is based on standard laboratory practice in slurry stability evaluation.

Equipment Required

  • Graduated glass cylinders (250 mL or 500 mL), minimum 3 sets for simultaneous comparison
  • Precision balance (±0.01 g)
  • pH meter and conductivity meter (for water quality characterization)
  • Ford Cup No. 4 (4 mm nozzle) or equivalent rotational viscometer
  • Timer
  • Temperature-controlled environment (test at process temperature, typically 20–25°C)

Step-by-Step Protocol

  1. Characterize Your Kaolin Slurry Baseline
    Prepare slurry at your standard solid content (note: % by weight vs. by volume). Measure: pH, conductivity (as proxy for ionic strength), Ford Cup flow time (4 mm), and visual appearance. Allow to settle without agitation for 1 hour and note any visible sedimentation line. This is your zero-aid baseline.
  2. Prepare Candidate Aid Solutions
    Prepare stock solutions of each suspension aid at 5–10× target use concentration (to avoid diluting the slurry significantly during addition). Prepare minimum 3 dosage levels per candidate: low, mid, high (based on supplier-recommended range or, if unavailable, 0.05%, 0.15%, 0.30% by dry weight as starting points).
  3. Run Parallel Sedimentation Columns
    Label 3+ graduated cylinders per candidate. Add aid solution to reach target dosage in each cylinder. Bring slurry to uniform dispersion with agitation (e.g., 2 minutes hand stirring or laboratory mixer at constant speed). Fill each cylinder to the same volume. Record time = 0 and allow to stand undisturbed at room temperature.
  4. Record Sedimentation Height Over Time
    Record the height of the clear supernatant layer (in mm) at: 30 min, 1 hr, 2 hr, 4 hr, 8 hr, 24 hr (and 48/72 hr if relevant to your storage window). Plot sedimentation height vs. time for each condition.
  5. Evaluate Sediment Character
    At end of test period, invert the cylinder gently and observe: does the sediment re-suspend easily (soft, re-dispersible sediment — acceptable) or does it form a hard, compact cake (hard sedimentation — problematic for pump re-start)? Record qualitatively as soft / medium / hard.
  6. Confirm Slurry Processability
    Re-agitate the cylinder after the sedimentation test period. Measure Ford Cup flow time again. Confirm the slurry returns to the target viscosity window. An aid that prevents sedimentation but also permanently increases viscosity or prevents re-dispersion is not suitable for most ceramic processes.
  7. Run Dosage Optimization
    For the best-performing candidate(s), run a narrower 5-point dosage curve around the optimal range identified in step 3–5. Identify the minimum effective dosage that achieves your stability target — this is your starting dosage recommendation for plant trial.
Stability target definition: Define your target before running the test. For example: "less than 10 mm supernatant layer after 8 hours" or "sediment must be fully re-dispersible with 60 seconds of agitation after 24 hours." Without a defined acceptance criterion, test results are difficult to compare across candidates.

Section 8: Dosing Framework

There is no universal "correct dosage" for suspension aids — the optimal dosage depends on the specific kaolin grade, solid content, process water quality, and target stability window. The following framework applies to all product types:

Five-Point Dosage Curve Method
Dosage points: D1 = 0.05% | D2 = 0.10% | D3 = 0.15% | D4 = 0.20% | D5 = 0.25% (by dry weight of kaolin)

At each point, measure: → Ford Cup flow time (4mm nozzle, target range depends on process — typically 30–60 sec for spray dryer feed) → Sedimentation column height at target stability window (e.g., 8 hours) → pH (confirm no adverse pH shift from aid addition)

Optimal dosage = lowest D-point that achieves: (a) Flow time within target range AND (b) Sedimentation height below acceptance threshold

Note: "More is not better." Over-dosing electrolytic dispersants can cause re-flocculation (electrolyte-induced coagulation at very high ionic strength). Polymer aids typically show a plateau effect above the optimal dosage.

Solid Content — Dosage Relationship

As solid content increases, total kaolin surface area per unit volume of slurry increases proportionally. In principle, dispersant dosage (expressed as % of dry kaolin weight) should be maintained roughly constant as solid content changes — but verify this relationship empirically for your specific kaolin-aid combination, as adsorption behavior is not always linear across solid content ranges.

Section 9: Troubleshooting Common Sedimentation Problems

Problem: Slurry looks stable after mixing but settles rapidly within 1–2 hours

Most likely cause: Under-dosing of dispersant — particles are transiently dispersed by mechanical energy but have insufficient repulsive force to remain stable at rest.

Suggested action: Run 5-point dosage curve. If increasing dosage shows diminishing returns, consider switching from STPP to a ceramic deflocculant with SiO₂ component for enhanced stability. Also measure process water conductivity — high conductivity may indicate hard water that compresses the double layer.

Problem: Suspension aid increases viscosity excessively — flow time too high for spray dryer

Most likely cause: Over-dosing of a thixotropic modifier (xanthan gum / CMC / attapulgite), or incorrect product type selected (viscosity modifier should be used at low level only as a supplement, not as primary dispersant).

Suggested action: Reduce thixotropic modifier dosage to sub-0.02% range; ensure primary electrostatic/steric dispersant is present at effective level; confirm Ford Cup readings at operating temperature. See our ceramic slurry viscosity reduction guide for viscosity optimization methodology.

Problem: Hard, compact sediment forms — cannot be re-dispersed by normal agitation

Most likely cause: Complete flocculation has occurred (particles have settled and formed strongly bonded aggregates), likely due to severe under-dosing of dispersant OR high-ionic-strength process water overwhelming the dispersant.

Suggested action: Test process water for Ca²⁺/Mg²⁺ concentration. If hard water is confirmed, evaluate SHMP or a ceramic deflocculant with phosphate chelating component. Consider water treatment at the process water inlet. Mechanical pre-treatment (controlled agitation cycle before pump restart) can help re-disperse soft compacted sediments but does not address root cause.

Problem: Sedimentation performance varies batch-to-batch with same dosage

Most likely cause: Variability in kaolin batch composition (common with natural mineral raw materials), process water quality changes (seasonal variation in municipal water hardness), or recycled material contamination in feed.

Suggested action: Implement incoming QC for kaolin (L.O.I, Fe₂O₃, Al₂O₃) to detect batch-to-batch variation. Monitor process water conductivity daily. Maintain a ±10% dosage adjustment buffer around the nominal optimum dosage. Review the STPP vs deflocculant guide for diagnostic criteria to identify when a product switch is warranted.

Problem: Aid is effective in lab test but shows poor performance in production tank

Most likely cause: Scale-up effects — lab test is conducted with fresh mixing at controlled temperature; production tank may have localized dead zones, temperature gradients, or longer elapsed time between mixing and stability measurement. Dosage calculated as % of dry kaolin may not have been correctly scaled to production batch volume.

Suggested action: Verify that production dosage calculation converts lab optimum (% dry kaolin) correctly to production batch volume. Confirm tank mixing uniformity (no dead zones near tank base). Repeat lab test at production temperature. Run a dedicated small-scale production trial (one tank) before full-line adoption.

FAQ

Q1: Why does kaolin slurry settle faster at higher solid content?

This is counterintuitive: higher solid content typically increases slurry viscosity, which per Stokes' Law should slow settling. However, if dispersant dosage is not proportionally increased, the fraction of particle surfaces that are adequately covered decreases, reducing net repulsive force per unit of slurry volume. Flocculation becomes more likely, and flocs — which have larger effective diameters — settle faster than individual particles, even in a more viscous medium. The solution is to maintain an appropriate dispersant-to-surface-area ratio rather than a fixed dosage per unit volume.

Q2: Can I use STPP as a suspension aid for kaolin slurry?

Sodium Tripolyphosphate (STPP) is widely used as a dispersant in ceramic body slurry and can contribute to sedimentation prevention by reducing particle flocculation. However, STPP is sensitive to multivalent cations such as Ca²⁺ and Mg²⁺. In hard-water or high-impurity systems, phosphate ions may preferentially react with Ca²⁺ rather than adsorbing on clay surfaces, reducing effective coverage. A ceramic deflocculant with broader ionic tolerance may be more appropriate in such conditions. See our STPP vs Deflocculant comparison guide for detailed evaluation criteria.

Q3: How long should kaolin slurry remain stable during storage?

Required stability duration depends on your specific production cycle. Most tile plants design for a minimum of 8–24 hours of static stability. Some operations with weekend shutdowns may require 48–72 hours of stability without mechanical agitation. Define your required stability window based on your actual production schedule before selecting and dosing the suspension aid. Laboratory sedimentation column tests at the target stability window are recommended for pre-qualification.

Q4: Will adding suspension aids affect the fired properties of the ceramic tile?

Most suspension aids burn off during the firing cycle. For organic polymers (polyacrylate or xanthan gum), residues are typically eliminated well below standard tile firing temperatures (above 900°C). The inorganic components of silicate-based deflocculants (sodium content) may contribute to the Na₂O level of the fired body — generally not a concern at typical dosage levels, but should be verified against your body composition targets if tight oxide control is required. Laboratory trial firings are recommended before full-scale adoption.

Q5: What is the typical starting dosage for a Goway ceramic deflocculant for kaolin slurry sedimentation prevention?

Starting dosage depends on the specific product and the kaolin type. A five-point dosage curve test is the recommended approach: start at the lower range of the product's recommended dosage and measure flow time and sedimentation column behavior at five incrementally higher dosage levels. Actual optimal dosage depends on kaolin surface area, solid content, process water quality, and target stability window. Contact Goway for product-specific starting dosage guidance based on your kaolin specification.

Technical Notes & Data Sourcing

  • P1 Data (Goway TDS v2.1): All FG-series deflocculant parameters (NaO, SiO₂, P₂O₅, L.O.I) and kaolin product parameters (Al₂O₃, Fe₂O₃, TiO₂, etc.) are from the Goway v2.1 product database sourced from official product data sheets.
  • Industry Reference Data: Stokes' Law parameters (kaolin density ≈ 2,600 kg/m³), STPP/SHMP mechanism descriptions, polyacrylate steric stabilization mechanisms, and xanthan gum dosage ranges are based on established colloidal chemistry literature and general ceramic industry practice — these are not Goway-specific performance claims.
  • Data Gap — Suspension Aid Performance: Goway's current v2.1 TDS does not include specific sedimentation prevention performance data (e.g., measured sedimentation rate, critical dosage for stability at defined solid content). Mechanism descriptions for FG-series products are qualitative assessments derived from composition data. Contact Goway for application-specific testing.
  • Prohibited Claims: This article does not state specific percentage improvements in sedimentation stability for any product without verified supporting data. Dosage ranges for non-Goway product types (xanthan gum, CMC, polyacrylate) are cited as general industry reference values and require plant-specific verification.
  • Disclaimer: Final parameters should be verified against the latest batch COA. Laboratory trials are recommended before full-scale application. Actual suspension aid performance depends on kaolin mineralogy, particle size distribution, solid content, process water quality, temperature, and storage conditions.
About the Author
This guide was produced by the technical content team of Foshan Goway New Materials Co., Ltd. — a ceramic additive manufacturer with over 15 years of industry experience. Goway operates the first automated solid deflocculant production line in Guangdong Province, with an annual capacity of 30,000 tonnes. Our product portfolio covers ceramic deflocculants, STPP, zirconium silicate, calcined talc, kaolin clay, and organic/inorganic ceramic body binders. Goway holds ISO 9001 quality management certification. Technical claims in this article are subject to the data sourcing standards described in the Technical Notes above.

Get a Kaolin Slurry Stability Solution for Your Specific Conditions

Tell us about your kaolin slurry sedimentation challenge and we'll provide product recommendations, starting dosage guidance, and — where applicable — a free sample for laboratory comparison testing.

Kaolin Type & Source e.g., FG-K90 / domestic calcined / imported
Slurry Solid Content (%) e.g., 62% w/w
Current Sedimentation Problem e.g., clear layer after 4 hrs, hard cake in tank
Process Water Quality Soft / moderate / hard (or conductivity in µS/cm)
Required Stability Window e.g., 8 hours / 24 hours / 72 hours
Current Dispersant Used e.g., STPP at 0.2%, or none

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