Dataset-Catena-Liu

NIAID Data Ecosystem2026-05-02 收录

土壤力学特性

根系固土效应

数据链接：

https://data.mendeley.com/datasets/5bb8t54vpc 数据链接链接失效反馈

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资源简介：

The raw data of the manuscript entitled “Experimental study on the change rule of shear strength of undisturbed root-soil composite with soil depth: A case study on Malus halliana Koehne”.

创建时间：

2025-02-11

(Table T17) Constant rate of strain consolidation test conditions and consoli...

土力学测试

土壤力学特性

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...

B2FIND50

Select soil z properties from 0–15 cm depth at Ridgetown, Ontario, Canada during 2015 and 2016.

土壤力学特性

农地监测

Select soilz properties from 0–15 cm depth at Ridgetown, Ontario, Canada during 2015 and 2016.

NIAID Data Ecosystem20

Data for Correlations of Soil Strength Probe Cone Resistance and Vane Shear Strength in select Indonesian Soft-Medium Soils

土壤力学特性

地质工程分析

Filed and laboratory Data sets for Correlations of Soil Strength Probe Cone Resistance and Vane Shear Strength in select Indonesian Soft-Medium Soils

Zenodo2025-01-20 更新00

农用车运行后不同深度土壤应力分析

土壤力学特性

农业机械载荷分析

采用WG单杠杆固结仪（中低压）和NSIF岩土试验控制数据采集处理系统对土样进行逐步压缩实验，得到侧限条件下试样土孔隙比和外荷载的压缩曲线以及不同土层深度测得的土应力变化：随着外荷载的增加，土体孔隙比逐渐减小，压缩模量逐渐增大。土体孔隙比越大，土的允许承载力越小，当土孔隙比降低到一定程度时，试验土的应力应变变化趋于稳定。

Figshare2023-08-04 更新20

SZ-CLAY-10-7964

岩土工程测试

土壤力学特性

SZ-CLAY-10-7964 contains measurement data for various physical and mechanical parameters. The data includes parameters such as cohesion, friction angle, and plastic limit, obtained through different t

Mendeley Data10

Dataset-Catena-Liu

资源简介：

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