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Rebound and corresponding ratio for each soil sample.

NIAID Data Ecosystem2026-03-11 收录

岩土工程测试

土壤物理性质

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https://figshare.com/articles/dataset/Rebound_and_corresponding_ratio_for_each_soil_sample_/12274058 数据链接链接失效反馈

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Rebound and corresponding ratio for each soil sample.

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创建时间：

2020-05-08

沉积物力学

岩土工程测试

Shear strength was measured on section halves using a GEISA automated vane shear (AVS) frame and device controller. The device is suitable for sediment not affected by cementation (i.e., saturated, cl

NIAID Data Ecosystem90

All-sand profile in laminar container with rigid sides attached, with caisson [Saturated Sand Test III]

岩土工程测试

传感器验证

Verification test to observe the performance of the tactile pressure pads. Test was performed in the laminar container with caisson. Rigid sides were included to test the idea that the laminar rings t

DataCite Commons2020-08-02 更新50

(Table 1) Atterberg limits of sediments from DSDP Leg 65 Holes

海洋沉积物工程性质

岩土工程测试

Sediment depth is given in mbsf. Empty cells mean not determined.

DataONE2024-07-23 更新40

Correlations between soil anti-disintegration index ( Kc ) and soil particle-size distribution and SOM with two different moisture conditions.

土壤稳定性

土壤物理性质

Correlations between soil anti-disintegration index (Kc) and soil particle-size distribution and SOM with two different moisture conditions.

NIAID Data Ecosystem50

Results of dry density and water content profile measurements.

土壤物理性质

土壤含水量

Soil samples were obtained from the prepared test field by manual sampling with a metal tube. Samples were taken inside and outside several footprints, indicated by differing sampling depths, i.e., di

NIAID Data Ecosystem40

Rebound and corresponding ratio for each soil sample.

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