Journal of Geotechnical and Geoenvironmental Engineering最新文献

{"title":"Characterization of Autocovariance Parameters of Detrended Cone Tip Resistance from a Global CPT Database","authors":"J. Ching, M. Uzielli, K. Phoon, Xiaojun Xu","doi":"10.1061/jggefk.gteng-11214","DOIUrl":"https://doi.org/10.1061/jggefk.gteng-11214","url":null,"abstract":"","PeriodicalId":54819,"journal":{"name":"Journal of Geotechnical and Geoenvironmental Engineering","volume":" ","pages":""},"PeriodicalIF":3.9,"publicationDate":"2023-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"48647724","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Closure to “Uniqueness of Suction Stress Value at Liquid Limit of Soil”","authors":"N. Lu, L. Gou, Chao Zhang, Angel Rodrigo Angulo Calderon, A. Wayllace","doi":"10.1061/jggefk.gteng-11798","DOIUrl":"https://doi.org/10.1061/jggefk.gteng-11798","url":null,"abstract":"","PeriodicalId":54819,"journal":{"name":"Journal of Geotechnical and Geoenvironmental Engineering","volume":" ","pages":""},"PeriodicalIF":3.9,"publicationDate":"2023-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"44542352","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Discussion of “Uniqueness of Suction Stress Value at Liquid Limit of Soil”","authors":"S. Haigh, B. O’Kelly, P. J. Vardanega","doi":"10.1061/jggefk.gteng-11556","DOIUrl":"https://doi.org/10.1061/jggefk.gteng-11556","url":null,"abstract":"","PeriodicalId":54819,"journal":{"name":"Journal of Geotechnical and Geoenvironmental Engineering","volume":" ","pages":""},"PeriodicalIF":3.9,"publicationDate":"2023-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"49503966","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Influence of Centrifuge Test Soil-Container Friction on Seismic Sheet-Pile Wall Response in Liquefiable Deposit: Insights from Numerical Simulations","authors":"Rui Wang, Hexin Liu, Bruce L. Kutter, Jian-Min Zhang","doi":"10.1061/jggefk.gteng-11064","DOIUrl":"https://doi.org/10.1061/jggefk.gteng-11064","url":null,"abstract":"As part of the LEAP (Liquefaction Experiments and Analysis Projects), many centrifuge model tests on a sheet pile retaining wall were conducted at six different centrifuge facilities around the world. Each centrifuge facility used containers of different W/H (width of container/height of wall) ratios to model the same plane strain prototype retaining wall. Predictions of the centrifuge tests that neglected wall friction, assumed plane strain conditions, and used the CycLiq constitutive model, exhibit reasonable general agreement with tests in terms of liquefaction response. However, an overprediction of the median response of sheet pile wall displacement was observed. The study presented in this paper was motivated by a concern that friction on the side walls might be biasing results from model containers with different W/H. A numerical simulation parametric study using FLAC3D is presented to illustrate the potential effects of interface friction and container geometry on the LEAP retaining wall test results. The results show that incorporation of appropriate container geometry and soil-container friction can reduce the error between simulated and experimental sheet pile wall displacements. Soil-container friction is also shown to affect the total earth pressure and especially its distribution on the sheet pile wall, causing the actual tests to deviate from the intended plane strain conditions. For the assessed liquefaction related cases, soil-container friction has the additional effect of significantly restricting the local development of excess pore pressure and subsequent soil deformation, further contributing to its influence on the centrifuge tests. The parametric study indicates that an interface friction angle of 17.6° and W/H>1, 2, and 3 reduced horizontal wall displacements by 50%, 20%, and 10% respectively, compared to simulations neglecting wall friction. Use of containers with large W/H is therefore recommended for future centrifuge experiments.","PeriodicalId":54819,"journal":{"name":"Journal of Geotechnical and Geoenvironmental Engineering","volume":"9 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135783087","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Seismic Interactions among Multiple Structures Founded on Liquefiable Soils in a City Block","authors":"Yu-Wei Hwang, S. Dashti","doi":"10.1061/jggefk.gteng-10262","DOIUrl":"https://doi.org/10.1061/jggefk.gteng-10262","url":null,"abstract":"","PeriodicalId":54819,"journal":{"name":"Journal of Geotechnical and Geoenvironmental Engineering","volume":" ","pages":""},"PeriodicalIF":3.9,"publicationDate":"2023-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"42494532","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Various Bacterial Attachment Functions and Modeling of Biomass Distribution in MICP Implementations","authors":"Z. Faeli, B. Montoya, Mohammed A. Gabr","doi":"10.1061/jggefk.gteng-10812","DOIUrl":"https://doi.org/10.1061/jggefk.gteng-10812","url":null,"abstract":"","PeriodicalId":54819,"journal":{"name":"Journal of Geotechnical and Geoenvironmental Engineering","volume":" ","pages":""},"PeriodicalIF":3.9,"publicationDate":"2023-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"46928573","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Behavior of Full-Scale U-Shaped Walls Constructed by Deep Cement Mixing in Consolidating Ground","authors":"A. K. Wong, Chris Cheung, H. Cheung, C. Ng","doi":"10.1061/jggefk.gteng-11471","DOIUrl":"https://doi.org/10.1061/jggefk.gteng-11471","url":null,"abstract":"","PeriodicalId":54819,"journal":{"name":"Journal of Geotechnical and Geoenvironmental Engineering","volume":" ","pages":""},"PeriodicalIF":3.9,"publicationDate":"2023-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"46026768","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Numerical Modeling of the Monotonic Lateral Behavior of XL and XXL Monopiles in Kaolin","authors":"Aliasger E. Haiderali, Masanari Nakashima, G. Madabhushi, B. H. Lau, S. Haigh","doi":"10.1061/jggefk.gteng-11216","DOIUrl":"https://doi.org/10.1061/jggefk.gteng-11216","url":null,"abstract":"","PeriodicalId":54819,"journal":{"name":"Journal of Geotechnical and Geoenvironmental Engineering","volume":" ","pages":""},"PeriodicalIF":3.9,"publicationDate":"2023-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"46138903","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Construction on Slow-Moving Landslides: Effects of Excavation on Neighboring Structures","authors":"Roman Hettelingh, A. Puzrin","doi":"10.1061/jggefk.gteng-11318","DOIUrl":"https://doi.org/10.1061/jggefk.gteng-11318","url":null,"abstract":"","PeriodicalId":54819,"journal":{"name":"Journal of Geotechnical and Geoenvironmental Engineering","volume":" ","pages":""},"PeriodicalIF":3.9,"publicationDate":"2023-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41470863","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"A Simplified Method for Bearing-Capacity Analysis of Energy Piles Integrating Temperature-Dependent Model of Soil–Water Characteristic Curve","authors":"T. Pham, M. Sutman","doi":"10.1061/jggefk.gteng-11095","DOIUrl":"https://doi.org/10.1061/jggefk.gteng-11095","url":null,"abstract":"32 The bearing resistance of energy piles in the presence of temperature effect has not been thoroughly 33 investigated, preventing the perfecting of energy pile design methods. Quantifying the relationship between soil 34 suction and the temperature of unsaturated soils therefore becomes an important step in predicting the bearing 35 resistance of energy piles. A new constitutive model based on interfacial energy and thermodynamic theories is 36 therefore presented to predict the effect of temperature on soil suction as well as the soil-water characteristic 37 curve (SWCC) in this paper. The analytical model for the nonisothermal matric suction was developed by 38 combining five different temperature-dependent functions for the surface tension, air-water contact angle, void 39 ratio, and thermal expansion of solid and water density, thereby providing a more complete approach than the 40 one that considers surface tension only. The proposed formulation is expressed under a simplified form which is 41 believed as a useful and convenient tool to apply to a range of possible field situations. The temperature-42 dependent relationship of soil suction is then used to extend existing isothermal SWCCs to nonisothermal 43 conditions that allow obtaining the SWCC at any temperature. The validity of the proposed model is verified by 44 comparison to several test data sets for five different soils: swelling clay, hard clay, clayey-silty soil, ceramic 45 material, and sand. The satisfactory agreement between predicted and measured curves proved that the proposed 46 model has a good performance in predicting the effect of temperature on the SWCCs of unsaturated soils. The 47 nonisothermal SWCC model was then coupled with the bearing resistance theory to produce a simplified method 48 for analysis of energy piles. The results show that the proposed method successfully predicted pile resistance at 49 various temperatures when compared to experimental data. The pile resistance reduces as the temperature rises 50 for a specific degree of saturation or if the soil is in an undrained condition. However, water evaporation may 51 cause a decrease in water content and an increase in matric suction as the temperature increases. Therefore, as 52 soils dry out, pile resistance may increase with increasing temperature.","PeriodicalId":54819,"journal":{"name":"Journal of Geotechnical and Geoenvironmental Engineering","volume":" ","pages":""},"PeriodicalIF":3.9,"publicationDate":"2023-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"46217936","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}