Experimental Validation of Suction Stress Characteristic Curve from Nonfailure Triaxial Consolidation Tests
In recent years, the suction stress characteristic curve (SSCC) has been shown to represent
a key constitutive relationship for defining effective stress in variably saturated soils. The
SSCC can be deduced either from shear strength tests under variably saturated conditions
or from soil water retention tests. This paper provides an alternative way to obtain the SSCC
by conducting nonfailure K 0 consolidation tests. Multiple remolded specimens from two
different granitic residual soils, a silty sand (SM) and a clayey sand (SC), were evaluated in …
a key constitutive relationship for defining effective stress in variably saturated soils. The
SSCC can be deduced either from shear strength tests under variably saturated conditions
or from soil water retention tests. This paper provides an alternative way to obtain the SSCC
by conducting nonfailure K 0 consolidation tests. Multiple remolded specimens from two
different granitic residual soils, a silty sand (SM) and a clayey sand (SC), were evaluated in …
Experimental validation of suction stress characteristic curve from nonfailure triaxial K0 consolidation tests.
OSB Oh SeBoong, LN Lu Ning, KTK Kim TaeKyung… - 2013 - cabidigitallibrary.org
In recent years, the suction stress characteristic curve (SSCC) has been shown to represent
a key constitutive relationship for defining effective stress in variably saturated soils. The
SSCC can be deduced either from shear strength tests under variably saturated conditions
or from soil water retention tests. This paper provides an alternative way to obtain the SSCC
by conducting nonfailure K 0 consolidation tests. Multiple remolded specimens from two
different granitic residual soils, a silty sand (SM) and a clayey sand (SC), were evaluated in …
a key constitutive relationship for defining effective stress in variably saturated soils. The
SSCC can be deduced either from shear strength tests under variably saturated conditions
or from soil water retention tests. This paper provides an alternative way to obtain the SSCC
by conducting nonfailure K 0 consolidation tests. Multiple remolded specimens from two
different granitic residual soils, a silty sand (SM) and a clayey sand (SC), were evaluated in …
以上显示的是最相近的搜索结果。 查看全部搜索结果