Asset Details
MbrlCatalogueTitleDetail
Do you wish to reserve the book?
Effects of Moisture and Stone Content on the Shear Strength Characteristics of Soil-Rock Mixture
by
Han, Wei
, Xiong, Yawen
, Qian, Jinsong
, Zhang, Yu
, Lu, Junyuan
in
Cohesion
/ Deformation
/ Friction
/ Internal friction
/ Laboratories
/ Mechanical properties
/ Mixtures
/ Moisture content
/ Moisture effects
/ NMR
/ Nuclear magnetic resonance
/ Particle size
/ Sample size
/ Shear properties
/ Shear strength
/ Shear tests
/ Soil mixtures
/ Soil moisture
/ Soil properties
/ Soil strength
/ Soils
/ Stone
2023
Hey, we have placed the reservation for you!
By the way, why not check out events that you can attend while you pick your title.
You are currently in the queue to collect this book. You will be notified once it is your turn to collect the book.
Oops! Something went wrong.
Looks like we were not able to place the reservation. Kindly try again later.
Are you sure you want to remove the book from the shelf?
Effects of Moisture and Stone Content on the Shear Strength Characteristics of Soil-Rock Mixture
by
Han, Wei
, Xiong, Yawen
, Qian, Jinsong
, Zhang, Yu
, Lu, Junyuan
in
Cohesion
/ Deformation
/ Friction
/ Internal friction
/ Laboratories
/ Mechanical properties
/ Mixtures
/ Moisture content
/ Moisture effects
/ NMR
/ Nuclear magnetic resonance
/ Particle size
/ Sample size
/ Shear properties
/ Shear strength
/ Shear tests
/ Soil mixtures
/ Soil moisture
/ Soil properties
/ Soil strength
/ Soils
/ Stone
2023
Oops! Something went wrong.
While trying to remove the title from your shelf something went wrong :( Kindly try again later!
Do you wish to request the book?
Effects of Moisture and Stone Content on the Shear Strength Characteristics of Soil-Rock Mixture
by
Han, Wei
, Xiong, Yawen
, Qian, Jinsong
, Zhang, Yu
, Lu, Junyuan
in
Cohesion
/ Deformation
/ Friction
/ Internal friction
/ Laboratories
/ Mechanical properties
/ Mixtures
/ Moisture content
/ Moisture effects
/ NMR
/ Nuclear magnetic resonance
/ Particle size
/ Sample size
/ Shear properties
/ Shear strength
/ Shear tests
/ Soil mixtures
/ Soil moisture
/ Soil properties
/ Soil strength
/ Soils
/ Stone
2023
Please be aware that the book you have requested cannot be checked out. If you would like to checkout this book, you can reserve another copy
We have requested the book for you!
Your request is successful and it will be processed during the Library working hours. Please check the status of your request in My Requests.
Oops! Something went wrong.
Looks like we were not able to place your request. Kindly try again later.
Effects of Moisture and Stone Content on the Shear Strength Characteristics of Soil-Rock Mixture
Journal Article
Effects of Moisture and Stone Content on the Shear Strength Characteristics of Soil-Rock Mixture
2023
Request Book From Autostore
and Choose the Collection Method
Overview
Soil-rock mixture is a commonly used geotechnical material used in many construction projects, such as slopes, tunnels, and dams. The shear strength of soil-rock mixture is its key property and is affected by many factors. This study aimed to investigate the shear strength characteristics of soil-rock mixture and the influences of moisture and stone content on shear strength parameters. Soil-rock mixture samples with four different stone and moisture contents were fabricated and tested using a large-scale direct shear test apparatus under four vertical pressures. The results demonstrated that the shear properties of the soil-rock mixture showed significant Mohr Coulomb failure criteria for all stone contents. As the moisture content increased, the shear strength of the soil-rock mixture first increased by 10~18% and then decreased after w = 12% to the residue value. The change in cohesion and internal friction angle of soil-rock mixture with different moisture contents shared a similar trend. For w < 12%, the cohesion and internal friction angle increased with moisture content, and for w > 12%, the two indexes obviously decreased. As the stone content increased from 30% to 60%, the shear strength of the soil-rock mixture increased by 82~174%. The internal friction angle increased linearly with stone content, while the cohesion of the mixture first increased and then decreased after the stone content reached 50%. The results can help in the designation and application of soil-rock mixture.
This website uses cookies to ensure you get the best experience on our website.