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Lateral earth pressure

About: Lateral earth pressure is a research topic. Over the lifetime, 5334 publications have been published within this topic receiving 62552 citations.


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Journal ArticleDOI
TL;DR: In this article, a simple apparatus for laboratory calibration of diaphragm type earth pressure cells (EPCs) was designed and a new testing device was fabricated to permit the application of normal stress to the EPC using various types of soil and load configurations.
Abstract: The objective of this study was to design a simple apparatus for laboratory calibration of diaphragm type earth pressure cells (EPC). A new testing device was fabricated to permit the application of normal stress to the EPC using various types of soil and load configurations. With respect to fluid pressure, the response of the EPC can be different for the simplest earth pressure conditions because of an arching effect or nonuniform contact stress. For an EPC with a rigid outer rim, sensitivities computed from soil calibrations were lower than those determined from fluid calibrations by about 20 %.

52 citations

Journal ArticleDOI
TL;DR: In this article, the authors focus on understanding the seismic response of geosynthetic reinforced retaining walls through shaking table tests on models of modular block and rigid faced reinforced retaining wall.

52 citations

Journal ArticleDOI
TL;DR: In this paper, the authors describe the application of conventional displacement methods to estimate seismic-induced permanent displacements of geosynthetic-reinforced segmental retaining walls constructed on fir...
Abstract: This paper describes the application of conventional displacement methods to estimate seismic-induced permanent displacements of geosynthetic-reinforced segmental retaining walls constructed on fir...

52 citations

Journal ArticleDOI
01 Dec 2011-Strain
TL;DR: In this paper, the evolution of shear zones in cohesionless sand for earth pressure problem of a retaining wall is experimentally investigated using a non-invasive method called particle image velocimetry.
Abstract: The evolution of shear zones in cohesionless sand for earth pressure problem of a retaining wall is experimentally investigated using a non-invasive method called particle image velocimetry. It is an optical technique for measuring surface displacements from successive digital images. Small scale laboratory tests are performed for active and passive cases of a rigid retaining wall subjected to horizontal translation, rotation about its toe and rotation about its top. Attention is focused on the effect of initial sand density on distribution of volumetric and deviatoric strain. The results for initially dense sand are qualitatively compared with corresponding ones obtained with X-rays at Cambridge University.

52 citations

Journal ArticleDOI
TL;DR: In this article, a new analysis procedure for assessing the lateral response of an isolated pile in saturated sands as liquefaction develops in response to dynamic loading such as that generated by dynamic loading is presented.
Abstract: This paper provides a new analysis procedure for assessing the lateral response of an isolated pile in saturated sands as liquefaction develops in response to dynamic loading such as that generated...

52 citations


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Performance
Metrics
No. of papers in the topic in previous years
YearPapers
2023166
2022303
2021268
2020254
2019238
2018288