Results 21 to 30 of about 8,023,762 (316)

A comparative study between the NGI direct simple shear apparatus and the Mikasa direct shear apparatus [PDF]

open access: yes, 2007
A comparative study of the NGI Direct Simple Shear Test (DSST) and the Mikasa Direct Shear Test (DST) is reported. Samples from Norwegian Drammen clay and Japanese Ariake clay were subjected to both types of test.
Hanzawa, Hideo   +9 more
core   +1 more source

Geomechanical evolution model of bedding rock landslides in construction areas: A case study of the Maidiping landslide in Tiefeng Town, Wanzhou

open access: yes地质科技通报, 2023
Objective Engineering construction is the main cause and risk-bearing object for landslides, where excavation at the foot of a slope has a great impact on the stability of a slope.
Yu Wang   +5 more
doaj   +1 more source

Ring Shear Cell Test for Powders

open access: yesJournal of the Research Association of Powder Technology, Japan, 1974
This investigation was carried out by use of the ring shear cell for various kinds of inorganic and organic powders.Relationship between shear stress τ and normal stress σ fitted well with the equation of yield locus. Each parameters, flowability index n, tensile strength T, cohesive force C was calculated by the computer analysis using χ2-distribution
TANEYA, Shin'ichi   +2 more
openaire   +2 more sources

Factors residual strength of Luochuan loess

open access: yesYantu gongcheng xuebao, 2017
In the loess regions loess landslide is one of the major geological disasters. Every year it results in a large number of casualties and destructions. It is found that the average shear stress on the sliding surface of these landslides is much smaller ...
HU Zai-qiang , LIN Shan , LI Hong-ru , ZHANG Long
doaj   +1 more source

Study on Mechanical Behavior of Slip Zone Soils Under Different Factors—A Case Study

open access: yesFrontiers in Earth Science, 2022
The mechanical properties of the slip zone soil play an important role in the evolution of the loess landslides. To further understand these characteristics, a series of ring shear tests was conducted on the slip zone soils obtained from Tianshuigou ...
Kai Liu   +4 more
doaj   +1 more source

Influence of loading-rate and steel fibers on the shear strength of ultra high performance concrete

open access: yesEPJ Web of Conferences, 2015
The paper describes quasi-static and dynamic experimental methods used to examine the confined shear strength of an Ultra High Performance Concrete, with and without the presence of steel fibers in the concrete composition.
Bratislav Lukic, Pascal Forquin
doaj   +1 more source

Analysis of cavitation and shear in bellows pump: transient CFD modelling and high-speed visualization

open access: yesEngineering Applications of Computational Fluid Mechanics, 2023
Pneumatic drive bellows pumps (PDBPs) are a crucial fluid control component in the semiconductor industry. However, when dealing with specific chemical mechanical polishing (CMP) slurries, agglomeration of particles can occur, leading to scratches ...
Tianyi Ge   +3 more
doaj   +1 more source

Suction-controlled ring shear test of the silt and concrete interface

open access: yesFrontiers in Earth Science
The interface of a structural system in the soil is usually unsaturated. A decrease in the shear strength of the soil-structure interface can degrade the structure, especially under humid conditions.
Chunhui Huang   +4 more
doaj   +1 more source

Effect of over-consolidation and shear rate on the residual strength of soils of silty sand in the Three Gorges Reservoir

open access: yesScientific Reports, 2017
Estimation of the residual strength of the soil on the landslide sliding surface is essential for analyzing reactivated landslides. This study investigated the influence of over-consolidation ratio (OCR) and shear rate on the residual strength of SM-type
Deying Li   +3 more
doaj   +1 more source

Shear Strength of Sand Determined by the Ring Shear Apparatus

open access: yes, 2023
Tema ovog završnog rada određivanje je čvrstoće pijeska uređajem za prstenasto smicanje. Prilikom izrade rada provedeno je više pokusa u Geotehničkom laboratoriju Građevinskog fakulteta u Rijeci u uređaju za prstenasto smicanje modela ICL-1.
Kamenar, Nika
core  

Home - About - Disclaimer - Privacy