Textile Engineering
Geosynthetics & Civil Engineering
5 interactive Geosynthetics & Civil Engineering tools. Every one shows its formula, a worked example and the standards it follows.
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Full costing sheets, booking schedules and project appraisals. Enter your own figures and see the headline result before you buy.
- Air, Sea or Split: Late Shipment Expedite Sheet Worth of Choosing Style by Style
- Brownfield Expansion: What the Next Increment Costs Shared Plant the Proposal Forces
- Built Into the Fibre or Applied to the Cloth: What Protection Costs Over a Life What Moving to the Cheapest Protection Saves
- Buyer Chargeback: Contest, Fix or Accept Recoverable a Year
- Buyer Cost to Serve & Development Recovery Net Margin After Serving the Book
- Buyer Quotation Generator Order Value
- Buyer Terms & Effective Price Comparison Best Offer, Once Its Terms Are Paid For
- Buyer Test Plan & Laboratory Budget Laboratory Cost for the Range
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Technical & Performance Textiles
Geosynthetics & Civil Engineering
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Geosynthetics & Civil Engineering 5
- Geogrid Pullout Resistance & Soil Friction Coefficient Calculates geogrid anchorage in a reinforced soil wall: pullout resistance from embedment length and overburden, the mobilised interface friction coefficient, factor of safety against the design tension and the embedment a target safety factor would need. Pullout Resistance kN/m
- Geomembrane Puncture Resistance under Hydrostatic Load Checks a geomembrane liner against subgrade protrusions: hydrostatic pressure at depth, the point force each stone collects, the cushion geotextile protection factor, factor of safety on puncture resistance and the cushion mass a target safety factor demands. Factor of Safety ×
- Geosynthetic Clay Liner Hydration Swell Index & Thickness Predicts GCL behaviour on hydration: free swell thickness from bentonite mass and swell index, the confinement factor under overburden, the thickness actually reached, restrained swell pressure and hydrated moisture content. Hydrated Thickness mm
- Turf Reinforcement Matrix Shear Stress & Channel Velocity Limits Checks a turf reinforcement mat against channel flow: applied boundary shear stress from depth and slope, Manning velocity, factor of safety on the permissible shear, the maximum flow depth the mat can hold and the discharge that goes with it. Applied Boundary Shear Pa
- Woven Geotextile Sieve Size vs Soil Particle Retention Derives the largest permissible geotextile opening size from a soil grading curve: uniformity and curvature coefficients, the gradation-dependent retention criterion, the maximum O95 allowed, and clogging and retention ratios for a candidate fabric. Maximum Permissible O95 mm
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