Results 71 to 80 of about 5,501 (187)

Investigation of hydro-mechanical property for unsaturated expansive soil using developed suction control system [PDF]

open access: yesE3S Web of Conferences
This study focuses on changing the unconfined compressive strength of unsaturated compacted bentonite-sand mixture specimens to produce a suction distribution using a developed high-suction- controlling system.
Nishimura Tomoyoshi
doaj   +1 more source

Polymaterial Lattice Discrete Particle Model for the Optimization of Lightweight Aggregate Concrete: Intragranular Fracture and Compression Behavior

open access: yesInternational Journal for Numerical and Analytical Methods in Geomechanics, Volume 50, Issue 12, Page 4764-4779, 25 August 2026.
ABSTRACT Lightweight aggregate concrete (LWAC) offers clear advantages for sustainable construction, including reduced density and improved thermal insulation. However, its mechanical and fracture behavior is difficult to characterize due to the heterogeneity and brittle crushing of porous lightweight aggregates.
Yuhui Lyu   +7 more
wiley   +1 more source

Shear Fault Formation in Granite Under High and Transient Co‐Seismic Strain Rates Unveiled by Ultra‐Fast X‐Ray Imaging

open access: yesGeophysical Research Letters, Volume 53, Issue 14, 28 July 2026.
Abstract During an earthquake a dynamic rupture propagates, causing fractures and permanent damage that modify the mechanical properties of the fault and its surroundings. Reciprocally, the energy dissipated by the mechanical transformation of the fault rock has a direct feedback on the dynamics of the seismic rupture.
A. R. Vishnu   +5 more
wiley   +1 more source

Physicochemical characterization of cement treated kaolin clay

open access: yesGrađevinar, 2014
The physicochemical characterization of the cement-treated brown kaolin clay is presented in this paper. The effect of cement on the strength and compressibility of clay samples, at different curing times and cement contents, is investigated.
Khitam Abdulhussein Saeed   +2 more
doaj   +1 more source

Evaluation of the Changes in the Strength of Clay Reinforced with Basalt Fiber Using Artificial Neural Network Model

open access: yesApplied Sciences
In this research, the impact of basalt fiber reinforcement on the unconfined compressive strength of clay soils was experimentally analyzed, and the collected data were utilized in an artificial neural network (ANN) to predict the unconfined compressive ...
Yasemin Aslan Topçuoğlu   +2 more
doaj   +1 more source

Investigating the Properties of Foamed Mixture Lightweight Soil Mixed with Bauxite Tailings as Filler

open access: yesAdvances in Materials Science and Engineering, 2019
To make better use of large amounts of discarded bauxite tailings (BTs), a foamed mixture lightweight soil mixed with BTs as filler (FMLSB) was proposed. Using the orthogonal experimental design method, the effects of various contents of cement, BTs, and
Yuansheng Peng   +3 more
doaj   +1 more source

Capability of Pocket Penetrometer to Evaluate Unconfined Compressive Strength of Baghdad Clayey Soil

open access: yesمجلة النهرين للعلوم الهندسية, 2018
Unconfined compressive strength represents an important parameter for soil investigation report test results because the values of cohesion and allowable bearing capacity can directly obtained from the relevant test especially if the clayey soil layers ...
Azhar Sadiq Yasun
doaj   +1 more source

DENSITY, TEMPERATURE AND THE UNCONFINED COMPRESSIVE STRENGTH OF POLAR SNOW [PDF]

open access: yes, 1967
Abstract : The relationships between several empirical and theoretical methods of determining the unconfined compressive strength of polar snow from depth- density and temperature profiles are discussed and graphically compared. Two unconfined compressive strength equations are proposed for snow at -10 degrees C.
openaire   +1 more source

Experimental Studies on Drying-Wetting Cycle Characteristics of Expansive Soils Improved by Industrial Wastes

open access: yesAdvances in Civil Engineering, 2018
The improved engineering properties of the expansive soil by mixing with various additives will be changed during the long-term variation of the meteorological and hydrological conditions.
Hao Ye   +4 more
doaj   +1 more source

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