Results 11 to 20 of about 84,116 (263)

Enhancing Shear Strength of Bonding Materials Used for Asphalt Concrete and Composite Pavement Layers [PDF]

open access: yesE3S Web of Conferences, 2023
A tack coat is a thin cut-back cement or asphalt emulsion coating applied on an existing non-absorbent pavement. A good bonding between the asphalt and concrete is necessary to provide sufficient structural strength.
Falih Teeba, Abed Alaa H.
doaj   +1 more source

Mechanical test and action mechanism of interface between gravel soil and concrete

open access: yesFrontiers in Earth Science, 2023
The mechanical properties of the gravel soil-concrete structure interface are one of the important issues in academia and engineering. In this research, gravel soil samples were collected from the Three Gorges Reservoir region to carry out simple shear ...
Peng Du   +4 more
doaj   +1 more source

Investigation of the Shear Mechanical Behavior of Sandstone with Unloading Normal Stress after Freezing–Thawing Cycles

open access: yesMachines, 2021
Freezing–thawing action has a great impact on the physical and mechanical deterioration processes of rock materials in cold areas where environmental changes are very complicated.
Shuailong Lian   +5 more
doaj   +1 more source

Strength Characteristics of Nonpenetrating Joint Rock Mass under Different Shear Conditions

open access: yesAdvances in Civil Engineering, 2020
The mechanical property of jointed rock mass is an important factor to be considered in the analysis, evaluation, and design of actual rock engineering. The existence of joints threatens the stability and safety of underground engineering projects built ...
Qingzhi Chen, Yuanming Liu, Shaoyun Pu
doaj   +1 more source

Investigation of Shear Strength of Subbase-Subgrade Interface with Geosynthetics Reinforcement Utilizing A Large-Scale Direct Shear Test [PDF]

open access: yesE3S Web of Conferences, 2023
Geosynthetics are being used to strengthen road pavement. Geosynthetic inclusions improve pavement carrying capacity, maintenance costs, highway service life, reflective cracks, and undesirable large lateral and vertical deformations. The primary purpose
Banyhussan Qais S.   +2 more
doaj   +1 more source

Determining characteristic sand shear parameters of strength via a direct shear test

open access: yesJournal of Civil Engineering and Management, 2016
The article considers the peculiarities of determining quartz sand shear strength according to the Mohr-Coulomb strength criterion, via a direct shear test and that of factors influencing the characteristic angle of internal friction and cohesion values ...
Šarūna Skuodis   +3 more
doaj   +1 more source

Study on microscopic deformation mechanism of sand soil shear zone in direct shear test

open access: yesShuili Shuiyun Gongcheng Xuebao, 2020
The formation and development of shear zone is the key factor affecting the deformation and damage of soil. We use numerical simulation test method to study the formation and evolutionary mechanism of shear zone in direct shear test for sand. In the test,
PAN Yuanyang   +4 more
doaj   +1 more source

Influence of Swelling on Shear Strength of Expansive Soil and Slope Stability

open access: yesFrontiers in Earth Science, 2022
Rainfall is the main factor leading to the landslide of expansive soil slope. To deeply understand the instability mechanism of expansive soil slope under rainfall conditions, it is necessary to clarify the strength attenuation mechanism of expansive ...
Tian Lan   +3 more
doaj   +1 more source

Modeling of Concrete-Frozen Soil Interface from Direct Shear Test Results

open access: yesAdvances in Civil Engineering, 2021
The shear behaviors of concrete-frozen soil interface are important for analyzing the performance of engineering structures buried in the frozen ground.
Meng Xiong   +3 more
doaj   +1 more source

Determination of the Internal Friction Angle of Gravel based on the p-q Graph for Direct Shear Tests [PDF]

open access: yesرویکردهای نوین در مهندسی عمران, 2018
Since its simplicity and availability, direct shear test is a current one. This test, compared to the triaxial test, provides different values for the parameters of the gravel due to the specific shape of the test device and the test approach.
Mohammad Reza Basiri   +1 more
doaj   +1 more source

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