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土体损伤效应振动台模型试验数据集(2008-2009)
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相关数据集
All-sand profile without caisson (free-field test) [Test I-02]
Test I-02 is a free field test intended to be a repeat of Test I-0 as a means of assessing repeatability. Soil profile consists of 10 m of loose sand underlain by 2 m of dense, lightly cemented sand.
DataCite Commons2020-08-02 更新80
Dynamic triaxial test conditions.
In Northwest China, the highway infrastructure often faces challenges due to the widespread presence of subgrade soil. This soil undergoes significant changes in performance under cyclic loading and f
NIAID Data Ecosystem60
Triaxial_results.xlsx
This is the triaxial compression results of shear zone soil
Figshare2020-10-11 更新60
TEST 2B - 1m radius centrifuge experiment on peat sieved thorugh # 4 openings with surcharge
TEST 2B improves the design of TEST 1A. LPs are directly placed on the metal sheet to avoid interferences with the lead weights, less total weight is applied on the peat, the weights are glues to the
DataCite Commons2020-08-19 更新80
(Table T17) Constant rate of strain consolidation test conditions and consoli...
All stresses / pressures were originally measured in ksc (kgf/cm**2). The conversion of ksc to SI units is 1 ksc = 98.07 kPa. Test samples CRS499 and CRS577 were omitted because...
B2FIND60
