Back-Calculation of HS-small Model Parameters

Hamzah M. B. Al-Hashemi
Published: 20 June 2019

One of the most practical ways to determine the soil hashtag#constitutive model parameters is to back-calculate those parameters by fitting an actual hashtag#pile load test results with the hashtag#FEM model. Here, we have back-calculated the hashtag#Hardening Soil with Small-Strain Stiffness model parameters using an actual field hashtag#micropile static load test with a hashtag#Plaxis3D hashtag#model.

Hamzah M. B. Al-Hashemi, A.M.ASCE

Civil/Geotechnical Design Engineer, MSc

Strong Force-MGC W.L.L.,

#Bahrain hashtag#asce hashtag#geotechnical hashtag#soil hashtag#geotechnicalengineering hashtag#piles hashtag#structural hashtag#shoring hashtag#project hashtag#gulf hashtag#simulation hashtag#gcc hashtag#anchors hashtag#teambahrain hashtag#dem hashtag#Oil hashtag#ARAMCO hashtag#KFUPM hashtag#Research hashtag#keller hashtag#mottmacdonald hashtag#AECOM hashtag#ATKINS hashtag#NGI hashtag#concrete hashtag#cement hashtag#consultant hashtag#UK hashtag#USA hashtag#UAE hashtag#KSA hashtag#ACI hashtag#DFI hashtag#DIN hashtag#EN hashtag#NZ hashtag#metro hashtag#tunnel hashtag#Neom hashtag#2019trends hashtag#BAUER hashtag#TREVI hashtag#ARUP hashtag#Stantec hashtag#Bechtel hashtag#DAR hashtag#Arcadis hashtag#Vinci hashtag#Flour hashtag#SNCLAVALIN hashtag#JACOBS hashtag#midas hashtag#Fugro hashtag#Comacchio hashtag#COWI hashtag#BECA hashtag#Coffey hashtag#AmecFosterWheeler hashtag#CDMsmith hashtag#Bentley hashtag#Geopier hashtag#ISSMGE hashtag#NSCC hashtag#MSCEB hashtag#GHE hashtag#WSP

 

 

Categories

Constitutive Modeling / Soil Behavior, Pile Foundations

Keywords

Geopier, Soil, Research, Education, Deep Foundations, Canada, ASTM, Ground Improvement, Geotechnical analysis, FEM