Search Results - "Peiyuan Lin"

Numerical simulation of fluid-driven fracturing in orthotropic poroelastic media based on a peridynamics-finite element coupling approach by Sun, Wei, Fish, Jacob, Lin, Peiyuan

“…In the present manuscript a peridynamics-finite element coupling approach proposed by Sun and Fish (2021) is generalized to simulate fluid-driven fracturing in…”
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Influence of cross correlation between nominal load and resistance on reliability-based design for simple linear soil-structure limit states by Lin, Peiyuan, Bathurst, Richard J

“…Cross correlations between nominal load and resistance terms in limit state functions for geotechnical soil–structure interaction problems can be expected. A…”
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Reliability-based design of internal limit states for mechanically stabilized earth walls using geosynthetic reinforcement by Bathurst, Richard J, Lin, Peiyuan, Allen, Tony

“…This paper demonstrates reliability-based design for tensile rupture and pullout limit states for mechanically stabilized earth (MSE) walls constructed with…”
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Mapping shear strength and compressibility of soft soils with artificial neural networks by Lin, Peiyuan, Chen, Xianying, Jiang, Mingjie, Song, Xugen, Xu, Meijuan, Huang, Sheng

“…Soft soils are widely distributed in the Guangdong-Hong Kong-Macao Greater Bay Area of China. The soft soils are featured with large water content, high…”
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LRFD Calibration of Internal Limit States for Geogrid MSE Walls by Bathurst, Richard J, Allen, Tony M, Lin, Peiyuan, Bozorgzadeh, Nezam

“…AbstractA rigorous probabilistic-based approach for load and resistance factor design (LRFD) calibration of internal stability tensile rupture and pullout…”
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A new elastoplastic model for bolt-grouted fractured rock by Li, Haoyi, Zuo, Shuangying, Lin, Peiyuan

“…Complexities in mechanical behaviours of rock masses mainly stem from inherent discontinuities, which calls for advanced bolt-grouting techniques for stability…”
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Evaluation and calibration of ultimate bond strength models for soil nails using maximum likelihood method by Lin, Peiyuan, Liu, Jinyuan

“…Statistical evaluation of the accuracy of effective stress method (ESM) equations for prediction of the ultimate bond strength of soil nails was performed…”
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Reliability analysis of soil nail internal limit states using default FHWA load and resistance models by Yuan, Jie, Lin, Peiyuan

“…Reliability analyses of nail pullout, nail-in-tension, and system reliability of internal limit states are presented for both permanent and temporary soil…”
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Mapping horizontal displacement of soil nail walls using machine learning approaches by Liu, Dong, Lin, Peiyuan, Zhao, Chenyang, Qiu, Jiajun

“…Machine learning (ML) approaches have stormed nearly all engineering fields since recent years. However, the situation is somehow subtle in civil engineering…”
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Statistical Evaluation of the FHWA Simplified Method and Modifications for Predicting Soil Nail Loads by Lin, Peiyuan, Bathurst, Richard J, Liu, Jinyuan

“…AbstractA total of 123 measured maximum nail-load data were collected from instrumented soil nail walls reported in the literature. Filtered data sets…”
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Statistical calibration of federal highway administration simplified models for facing tensile forces of soil nail walls by Liu, Huifen, Ma, Huihuan, Chang, Dan, Lin, Peiyuan

“…This study first develops a database containing 56 measured facing tensile forces from instrumented soil nail walls during or at completion of construction…”
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Machine learning approaches to estimation of the compressibility of soft soils by Liu, Huifen, Lin, Peiyuan, Wang, Jianqiang

“…The modulus of compression and coefficient of compressibility of soft soils are key parameters for assessing deformation of geotechnical infrastructure…”
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An Optimal Maintenance and Replacement Strategy for Deteriorating Water Mains by Lin, Peiyuan, Chen, Xianying, Huang, Sheng, Ma, Baosong

“…Municipal water mains are built with a target service age of several decades. In such a long life, breaks can occur, even multiple times. Water mains can be…”
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Probabilistic Prediction of Maximum Tensile Loads in Soil Nails by Hu, Yongqiang, Lin, Peiyuan

“…This paper presents the development of a simplified model for estimation of maximum nail loads during or at completion of construction of soil nail walls. The…”
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Assessment and calibration of two models for estimation of soil nail loads and system reliability analysis of soil nails against internal failures by Hu, Yongqiang, Lin, Peiyuan, Guo, Chengchao, Mei, Guoxiong

“…This study first presents accuracy assessments of two default models proposed in two popular soil nail wall design specifications and their calibrated versions…”
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Passive Earth Pressures on Retaining Walls for Pit-in-Pit Excavations by Hu, Hui, Yang, Mengqi, Lin, Peiyuan, Lin, Xingli

“…The technique of pit-in-pit excavations is increasingly used in China to provide an efficient solution of maximizing the utilization of underground space while…”
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An Advanced Statistical Method for Point Process Modelling With Missing Event Histories by Lin, Peiyuan, Yuan, Xian-Xun

“…Researchers are always challenged in developing history-dependent point process models for recurrence events such as system failures when the early event…”
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Accuracy of Non-Destructive Estimation of Length of Soil Nails by Wang, Yonghong, Jin, Jiamin, Zhang, Qijun, Zhang, Ming, Lin, Xiwei, Wang, Xin, Lin, Peiyuan

“…The effective length of soil nails is one of the critical parameters ensuring the reinforcing effect, and its accurate estimation is of great significance for…”
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Statistical analysis of the effective stress method and modifications for prediction of ultimate bond strength of soil nails by Lin, Peiyuan, Bathurst, Richard J., Javankhoshdel, Sina, Liu, Jinyuan

“…Uncertainty in the predicted ultimate pullout strength of soil nails can be significant due to the complexity of nail–soil interactions, inherent variability…”
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A shallow artificial neural network for mapping bond strength of soil nails by Liu, Huifen, Lin, Peiyuan, Guo, Chengchao, Li, Zhongbao, Qin, Xiao

“…Soil nails are extensively used to stabilize existing slopes and new cuts in Hong Kong. The current method adopted for estimation of nail bond strength is the…”
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