RSM

作品数：762被引量：2794H指数：20
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Assessment of leachate-contaminated clays using experimental and artificial methods
《Journal of Rock Mechanics and Geotechnical Engineering》2025年第1期524-538,共15页Hossein Moradi Moghaddam Ahmad Fahimifar Taghi Ebadi Mohsen Keramati Sumi Siddiqua 
The investigation of leachate-contaminated clay(LCC)is essential for landfill engineering assessment and achievement of sustainable development goals.Several static and dynamic laboratory tests,including unconfined co...
关键词：Contaminated liner Dynamic parameter Response surface methodology(RSM) Python method 
Prediction of rock fragmentation in a fiery seam of an open-pit coal mine in India
《Journal of Rock Mechanics and Geotechnical Engineering》2024年第8期2879-2893,共15页Mukul Sharma Bhanwar Singh Choudhary Autar K.Raina Manoj Khandelwal Saurav Rukhiyar 
Spontaneous combustion of coal increases the temperature in adjoining overburden strata of coal seams and poses a challenge when loading blastholes.This condition,known as hot-hole blasting,is dangerous due to the inc...
关键词：Fiery seam Rock fragmentation Response Surface Method(RSM) Artificial Neural Network(ANN) Random Forest Algorithm(RFA) Multiple Parametric Sensitivity Analysis (MPSA) 
Performances of fissured red sandstone after thermal treatment with constant-amplitude and low-cycle impacts被引量：1
《Journal of Rock Mechanics and Geotechnical Engineering》2024年第2期561-587,共27页Yongjun Chen Tubing Yin P.G.Ranjith Xibing Li Qiang Li Dengdeng Zhuang 
This work was financially supported by the National Natural Science Foundation of China(Grant No.41972283);the Fundamental Research Funds for the Central Universities of Central South University(Grant No.2021zzts0287);the China Scholarship Council(Grant No.202206370109).
In the engineering practices,it is increasingly common to encounter fractured rocks perturbed by temperatures and frequent dynamic loads.In this paper,the dynamic behaviors and fracture characteristics of red sandston...
关键词：Red sandstone Temperature FISSURE Constant-amplitude and low-cycle(CALC) impact Fatigue failure Response surface method(RSM) 
Prediction of flyrock induced by mine blasting using a novel kernel-based extreme learning machine被引量：4
《Journal of Rock Mechanics and Geotechnical Engineering》2021年第6期1438-1451,共14页Mehdi Jamei Mahdi Hasanipanah Masoud Karbasi Iman Ahmadianfar Somaye Taherifar 
Blasting is a common method of breaking rock in surface mines.Although the fragmentation with proper size is the main purpose,other undesirable effects such as flyrock are inevitable.This study is carried out to evalu...
关键词：BLASTING Flyrock distance Kernel extreme learning machine(KELM) Local weighted linear regression(LWLR) Response surface methodology(RSM) 
Reliability analysis of slopes considering spatial variability of soil properties based on efficiently identified representative slip surfaces被引量：16
《Journal of Rock Mechanics and Geotechnical Engineering》2020年第3期642-655,共14页Bin Wang Leilei Liu Yuehua Li Quan Jiang 
The work described in this paper was nancially supported by the Natural Science Foundation of China(Grant Nos.51709258,51979270 and 41902291),the CAS Pioneer Hundred Talents Pro-gram and the Research Foundation of Key Laboratory of Deep Geodrilling Technology,Ministry of Land and Resources,China(Grant No.F201801).
Slope reliability analysis considering inherent spatial variability(ISV)of soil properties is timeconsuming when response surface method(RSM)is used,because of the"curse of dimensionality".This paper proposes an effec...
关键词：Slope reliability analysis Spatial variability Representative slip surfaces(RSSs) Response surface method(RSM) Random field simulation 
Probabilistic analysis of ultimate seismic bearing capacity of strip foundations被引量：4
《Journal of Rock Mechanics and Geotechnical Engineering》2018年第4期717-724,共8页Adam Hamrouni Badreddine Sbartai Daniel Dias 
the Ministry of Higher Education and Scientific Research of Algeria for supporting this work by offering an 11-month scholarship to the first author at the 3SR laboratory of Grenoble Alpes University,France
This paper presents a reliability analysis of the pseudo-static seismic bearing capacity of a strip foundation using the limit equilibrium theory. The first-order reliability method(FORM) is employed to calculate the ...
关键词：Strip foundations Seismic bearing capacity First-order reliability method (FORM) Response surface methodology (RSM) RELIABILITY Genetic algorithm (GA) 
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