Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Dipu Luo"'
Publikováno v:
SN Applied Sciences, Vol 4, Iss 8, Pp 1-19 (2022)
Abstract The red clay is widely distributed in Guizhou province, which is characterized by high natural moisture content, difficult compaction and serious shrinkage and crackingin, and phosphogypsum is discharged for 5 million tons every year in Guiz
Externí odkaz:
https://doaj.org/article/bb1e2184b2444432b1155655f9c7ee2e
Publikováno v:
Advances in Materials Science and Engineering, Vol 2020 (2020)
Rubber powder formed from discarded tire rubber is mixed with red clay to form a rubber-red clay mixture. The dynamic triaxial test was carried out on the mixtures under different conditions. The effects of rubber content, rubber particle size, moist
Externí odkaz:
https://doaj.org/article/35a869fa2985426789fa315cefee307a
Publikováno v:
Advances in Materials Science and Engineering, Vol 2020 (2020)
Rubber powder formed from discarded tire rubber is mixed with red clay to form a rubber-red clay mixture. The dynamic triaxial test was carried out on the mixtures under different conditions. The effects of rubber content, rubber particle size, moist
Publikováno v:
IOP Conference Series: Earth and Environmental Science. 580:012087
The stability of the red clay slope is poor, and the long-term exposure to the atmospheric environment is prone to instability and damage due to the dry-wet cycle. The simplified Bishop method to calculating the stability of the red clay slope is inc
Publikováno v:
IOP Conference Series: Earth and Environmental Science. 580:012049
Evaporation-rainfall is one of the main causes of red clay slope failure. In order to explore the evolution law and mechanism of red clay slope failure under evaporation-rainfall, this paper takes Guizhou red clay as the research object, establishes
Autor:
Dipu Luo, Kaisheng Chen
Publikováno v:
IOP Conference Series: Earth and Environmental Science. 474:072059
Evaporation rainfall is one of the main causes of slope failure. Red clay belongs to special soil, and the failure mode of the slope is different from that of the general soil slope. In this paper, based on the theory of similarity simulation, a test