Lin Wang

ORCID: 0000-0003-2670-3591
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About
Contact & Profiles
Research Areas
  • Landslides and related hazards
  • Geotechnical Engineering and Analysis
  • Dam Engineering and Safety
  • Soil and Unsaturated Flow
  • Rock Mechanics and Modeling
  • Tree Root and Stability Studies
  • Cryospheric studies and observations
  • Remote Sensing and Land Use
  • Geotechnical Engineering and Soil Stabilization
  • Flood Risk Assessment and Management
  • Geotechnical Engineering and Underground Structures
  • Inertial Sensor and Navigation
  • Image and Object Detection Techniques
  • Optical Systems and Laser Technology
  • Iterative Learning Control Systems
  • Anomaly Detection Techniques and Applications
  • Groundwater flow and contamination studies
  • Infrared Target Detection Methodologies
  • Fire effects on ecosystems
  • Advanced Measurement and Detection Methods
  • Advanced Sensor and Control Systems
  • Target Tracking and Data Fusion in Sensor Networks
  • Geotechnical Engineering and Soil Mechanics
  • Simulation and Modeling Applications
  • Tunneling and Rock Mechanics

Beijing Normal University
2022-2024

Chongqing University of Technology
2024

Hong Kong University of Science and Technology
2022-2023

University of Hong Kong
2022-2023

Dalian University
2023

Chongqing University
2009-2022

Xi'an University of Technology
2020-2022

Zhejiang A & F University
2022

Xi'an University of Architecture and Technology
2019-2021

University of Science and Technology Liaoning
2020

Accurate assessment of undrained shear strength (USS) for soft sensitive clays is a great concern in geotechnical engineering practice. This study applies novel data-driven extreme gradient boosting (XGBoost) and random forest (RF) ensemble learning methods capturing the relationships between USS various basic soil parameters. Based on data sets from TC304 database, general approach developed to predict using two machine above, where five feature variables including preconsolidation stress...

10.1016/j.gsf.2020.03.007 article EN cc-by-nc-nd Geoscience Frontiers 2020-03-25

Driven pile is widely used as an effective and convenient structural component to transfer superstructure loads deep stiffer soils. Nevertheless, during the design process of piles, due intrinsic complexity well various variables, internal stress state related drivability remains unclear, which makes analysis imprecise. Thus, development accurate predictive model becomes emergent. This paper presents a practical approach assess in relation prediction Maximum compressive stresses Blow per...

10.1080/17499518.2019.1674340 article EN Georisk Assessment and Management of Risk for Engineered Systems and Geohazards 2019-10-09

Historically, landslides have been the primary type of geological disaster worldwide. Generally, stability reservoir banks is primarily affected by rainfall and water level fluctuations. Moreover, changes with long-term dynamics external disaster-causing factors. Thus, assessing time-varying reliability remains a challenge. In this paper, machine learning (ML) based approach proposed to analyze bank in spatially variable soils through time series prediction. This study systematically...

10.1016/j.jrmge.2023.11.040 article EN cc-by-nc-nd Journal of Rock Mechanics and Geotechnical Engineering 2024-03-18

Embankments are widespread throughout the world and their safety under seismic conditions is a primary concern in geotechnical engineering community since failure events may lead to disastrous consequences. This study proposes an efficient slope stability analysis approach by introducing advanced gradient boosting algorithms, namely Categorical Boosting (CatBoost), Light Gradient Machine (LightGBM), Extreme (XGBoost). A database consisting of 600 datasets prepared for model calibration...

10.3389/feart.2021.807317 article EN cc-by Frontiers in Earth Science 2021-12-02

Rockhead profile is an important part of geological profiles and can have significant impacts on some geotechnical engineering practice, thus, it necessary to establish a useful method reverse the rockhead using site investigation results. As general reflect spatial distribution geo-material properties based field measurements, conditional random (CRF) was improved in this paper simulate profiles. Besides, measurements are generally limited due limitations budget time so that estimation mean...

10.1016/j.jrmge.2021.09.007 article EN cc-by-nc-nd Journal of Rock Mechanics and Geotechnical Engineering 2021-11-14

Determining soil–water characteristic curve (SWCC) at a site is an essential step for implementing unsaturated soil mechanics in geotechnical engineering practice, which can be measured directly through various in-situ and/or laboratory tests. Such direct measurements are, however, costly and time-consuming due to high standards equipment procedural control limits testing apparatus. As result, only limited number of data points (e.g., volumetric water content vs. matric suction) on SWCC some...

10.1016/j.gsf.2017.10.014 article EN cc-by-nc-nd Geoscience Frontiers 2017-11-16

Promoting customers' pro-environmental behaviors (PEBs) is crucial for greening the hotel industry. However, customers often hesitate to adopt resource-saving PEBs in public places like hotels due a "dual positive externality/spillover" problem – extra economic spillovers and increased environmental spillovers, compared conducting such private households. This study explores habitual at home two distinct cognitions associated with key spillover beneficiaries (nature hotels) address this...

10.1080/09669582.2024.2325011 article EN Journal of Sustainable Tourism 2024-04-02

Reliability analysis plays an important role in the risk management of geotechnical engineering. For random field-based method, it is expected that uncertainty characterization geo-material parameters and realization field can be integrated effectively. Moreover, as increase measured data size generally difficult investigation engineering due to limitation budget time etc., statistical resulting from sparse should paid great attention. Therefore, taking determination hyper-parameters for...

10.1016/j.gsf.2024.101913 article EN cc-by-nc-nd Geoscience Frontiers 2024-08-23

Generation of particles with irregular shape and the overlap detection are crucial for numerical simulation granular materials. This paper presents a systematic approach to develop two-dimensional random particle model Firstly, angular bend (RAB) algorithm is proposed coded in Python simulate geometric individual shape. Three representative parameters used quantitatively control feature generated polygons terms three major aspects, respectively. Then, geometrical models implemented into flow...

10.3390/ma12132169 article EN Materials 2019-07-05
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