Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/44936
Title: Effect of pore size distribution on permeability and shear strength of soil with unimodal grain size distribution
Authors: Pek, Wan Xian.
Keywords: DRNTU::Engineering::Civil engineering
Issue Date: 2011
Abstract: Engineering properties (saturated and unsaturated permeability, saturated and unsaturated shear strength) of a soil are affected by pore size distribution. Water flow within pores of soil changes the matric suction, thus affecting the permeability and shear strength of the soil. Soil mechanics in the past deals and focuses mainly with saturated soil problems. By 1960s, unsaturated soils mechanics began to gain greater attention due to the wide range of engineering problems that is associated with it. Expansive soil and slope instability are some of the engineering problems associated with unsaturated soil mechanics and there are still many more problems related to unsaturated soil. Hence, it is important to understand the mechanics of unsaturated soil behavior.
URI: http://hdl.handle.net/10356/44936
Rights: Nanyang Technological University
Fulltext Permission: restricted
Fulltext Availability: With Fulltext
Appears in Collections:CEE Student Reports (FYP/IA/PA/PI)

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