Geosynthetic Design Parameters

Geosynthetic engineering design parameters per AASHTO M288-21, FHWA NHI-07-092, and GRI standards — geotextiles (woven, nonwoven), geogrids (uniaxial, biaxial, triaxial), geomembranes (HDPE, LLDPE, PVC), GCL, geocomposite drains, and erosion control mats with tensile strength, reduction factors, hydraulic properties, and survivability classes

Civil Engineering11 sections28 sample rowsKey: product_type

Attributes

application

survivability_class

tensile_strength_kN_per_m_minkN/m

tensile_strength_kN_per_m_typicalkN/m

CBR_puncture_N_minN

permittivity_per_s_min1/s

apparent_opening_size_mm_maxmm

UV_resistance_pct_retained_500hr%

interface_friction_angle_deg_typicaldeg

transmissivity_m2_per_sm2/s

hydraulic_conductivity_m_per_sm/s

thickness_mm_typicalmm

mass_per_unit_area_g_per_m2_typicalg/m2

expected_design_life_yearsyears

reduction_factor_installation_damagedimensionless

reduction_factor_creepdimensionless

reduction_factor_durabilitydimensionless

chemical_resistance

test_methods

notes

Browse data

woven_geotextile3 rows nonwoven_geotextile3 rows uniaxial_geogrid3 rows biaxial_geogrid3 rows triaxial_geogrid2 rows HDPE_geomembrane2 rows LLDPE_geomembrane2 rows PVC_geomembrane2 rows GCL2 rows geocomposite_drain3 rows erosion_control_mat3 rows

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