Results 111 to 120 of about 508 (184)

Use of in situ penetration tests in pavement evaluation

open access: yes, 2001
This paper presents the results of an extensive field investigation of several instrumented road sections in the Province of Quebec, Canada. Falling-weight deflectometer tests, static load tests on embedded plates at different depths, large dynamic cone ...
D Lachance, J -M Konrad
core   +1 more source

Advanced Modelling of Piezocone Penetration Test Using Cavity Expansion Theory and Interpretation Simulator Development

open access: yes
2018PDFTech ReportChen, ShengliLiu, KaiLouisiana Transportation Research CenterLouisiana State University (Baton Rouge, La.)Louisiana State University. Louisiana Transportation Research CenterLouisianaUnited StatesClay soilsGeotechnical engineeringSoil ...

core  

A Study on Soil Properties by Cone Penetration Test in Ulsan Samsan Area

open access: yes, 1999
본 논문에는 피에조콘관입시험을 이용하여 울산 삼산지역 흙의 특성과 거동을 평가하였고, 또한 피에조콘관입시험의 결과들을 불교란 시료를 채취하여 행한 실내 시험결과들과 비교하였다. 울산 삼산지역의 흙은 유기물을 다량 함유하고 있으며 소성이 작은 점토로 나타났다. 과압밀비(O.C.R, overconslidation ration)는 약 1 또는 1 보다 작은 값으로 나타났으며 삼산지역의 흙은 정규압밀토 또는 미압밀토인 것으로 밝혀졌다.
김용웅, 민덕기
core  

Modified Sheet Pile Abutments for Low-Volume Road Bridges: TR-568, January 2012

open access: yes, 2012
To date there have been few investigations of the substructures in low-volume road (LVR) bridges. Steel sheet piling has the potential to provide an economical alternative to concrete bridge abutments, but it needs investigation with regard to vertical ...

core  

Interpretation of piezocone test in bauxite residues

open access: yes, 2006
A extração e processamento de minério resultam na geração de elevadas quantidades de resíduos, cuja disposição gera impacto e risco ambiental. Nesta dissertação é apresentado um estudo referente às campanhas de investigação geotécnica em área de ...
Bedin, Jucélia, Jucélia Bedin
core  

Predicting ε50 for Lateral Behavior of Piles in Marine Clay Using an Evolutionary Based Approach

open access: yesInternational Journal of Maritime Technology, 2014
Analyzing piles subjected to lateral loads significantly depends on soil resistance at any point along the pile as a function of pile deflection, known as p-y curve.
Babak Ebrahimian, Aida Nazari
doaj  

Wetland Shear Strength with Emphasis on the Impact of Nutrients, Sediments, and Sea Level Rise. [PDF]

open access: yesEstuar Coast Shelf Sci, 2019
Jafari NH   +11 more
europepmc   +1 more source

Preconsolidation pressure from piezocone tests in marine clays

open access: yes, 1987
Piezocone penetration tests were carried out at five sites in marine clay with overconsolidation ratios ranging from 1. 3 to 4.8. A simple model for the behaviour of these clays indicates that the effective vertical yield stress mobilized along the cone ...
Konrad, J. M., Law, K. T.
core  

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