Results 91 to 100 of about 31,172 (208)

Negative friction of single pile under different supporting conditions

open access: yesShuiwen dizhi gongcheng dizhi
The wetting-induced settlement and deformation of collapsible loess can generate negative pile–soil friction, thereby reducing the bearing capacity of the pile foundations and posing a threat to the superstructures.
Juan GUO   +4 more
doaj   +1 more source

Research of the collapsibility of the European loess – review

open access: yesBudownictwo i Architektura, 2019
Foundation of the buildings on the loessial soil is often associated only with difficulties resulting from the possibility of the collapse of the ground. For these reason, loess is too often unfairly disqualified as the construction subsoil in spite of its good strength and strain parameters.
openaire   +3 more sources

Rational reduction of a sorghum SynCom that preserves growth promotion reveals flavonoid‐mediated plant–microbe interactions

open access: yesNew Phytologist, Volume 251, Issue 6, Page 3507-3521, September 2026.
Synthetic community complexity reduction designs. Summary Plant growth is influenced by the composition of its associated microbiome. The inherent complexity and functional redundancy of natural plant microbiomes present a formidable barrier to understanding the myriad biological interactions therein.
Dean Pettinga   +8 more
wiley   +1 more source

Collapsible soils in the UK

open access: yes, 2020
Metastable soils may collapse because of the nature of their fabric. Generally speaking, these soils have porous textures, high void ratios and low densities.
Jefferson, I.; id_orcid   +4 more
core   +1 more source

Optimization Analysis of Treatment Scheme for Metro Tunnel Base Waterlogged Collapsible Loess Formation

open access: yesChengshi guidao jiaotong yanjiu
Objective To study the optimization measures for treating waterlogged collapsible loess stratum, it is necessary to investigate the deformation characteristics of tunnel structures after loess collapse by waterlogging. Method The foundation treatment for
PAN Hongwei   +4 more
doaj   +1 more source

Development of a database on multivariate soil properties for collapsible loess in Xi’an, China

open access: yes
Several global or regional databases for various types of soils have been developed due to their importance in engineering design and analysis. However, a database is not yet available for collapsible loess in which severe geohazards often occur. In this
Xu, Jiabao   +5 more
core   +1 more source

A Mechanistic Explanation of The Physical Properties of Undisturbed Loess, February;HR-126, 1968 [PDF]

open access: yes, 1968
The relation between the properties and the water content of an undisturbed loess were investigated to provide insight into the mechanical behavior of the natural soil.

core  

Dynamic Safety Control and Ecological Remediation for Coal Mining Beneath Rivers Based on Surface Deformation Monitoring Inversion: A Case Study of the Dan River Coal Mine, China

open access: yesGeotechnics
Coal mining beneath rivers in thick collapsible loess areas involves prominent risks of surface subsidence, riverbed damage, and water inrush, which threaten both mining safety and land–water ecological stability. Taking the Dan River Coal Mine in Shanxi
Bibi Wang   +8 more
doaj   +1 more source

Characterisation and paleoclimatic signals within tephric loess deposits aged between c. 33 to 9.5 cal ka in the Rotorua area, northern New Zealand [PDF]

open access: yes, 2012
I studied tephric loess deposits aged between c. 33 and 9.5 cal ka in the Rotorua region, north-east central North Island. I produced a stratigraphic framework for the loess deposits and characterised them using a range of field and laboratory methods to
Lanigan, Kerri Miriam
core  

Research on collapsibility of a loess site in Pakistan

open access: yes, 2019
The loess of an area in Pakistan is the Quaternary Holocene alluvium. The study and existing geological data in this area are relatively few, and special research is needed.
Hongchao, SUN   +5 more
core   +1 more source

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