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Experimental Study on Shear Strength Parameters of Round Gravel Soils in Plateau Alluvial-Lacustrine...

Experimental Study on Shear Strength Parameters of Round Gravel Soils in Plateau Alluvial-Lacustrine...

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_proquest_journals_2785242572

Experimental Study on Shear Strength Parameters of Round Gravel Soils in Plateau Alluvial-Lacustrine Deposits and Its Application

About this item

Full title

Experimental Study on Shear Strength Parameters of Round Gravel Soils in Plateau Alluvial-Lacustrine Deposits and Its Application

Publisher

Basel: MDPI AG

Journal title

Sustainability, 2023-03, Vol.15 (5), p.3954

Language

English

Formats

Publication information

Publisher

Basel: MDPI AG

More information

Scope and Contents

Contents

The shear strength parameters of conglomerate soils are crucial to the stability analysis of foundation support when excavating and supporting ultra-deep foundation pits in the highland alluvial lacustrine layer. The difference in water content of conglomerate soils in different regions will directly affect the values of shear strength parameters....

Alternative Titles

Full title

Experimental Study on Shear Strength Parameters of Round Gravel Soils in Plateau Alluvial-Lacustrine Deposits and Its Application

Authors, Artists and Contributors

Identifiers

Primary Identifiers

Record Identifier

TN_cdi_proquest_journals_2785242572

Permalink

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_proquest_journals_2785242572

Other Identifiers

ISSN

2071-1050

E-ISSN

2071-1050

DOI

10.3390/su15053954

How to access this item