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Prediction of the Single Pile Seismic Deflection by Using FEM and ANN 基于有限元和人工神经网络的单桩地震挠度预测
Geotechnical and Geological Engineering Pub Date : 2023-10-06 DOI: 10.1007/s10706-023-02659-3
Abdoullah Namdar, Omer Mughieda, Yuyi Liu, Yin Deyu, Yun Dong, Yadong Chen
{"title":"Prediction of the Single Pile Seismic Deflection by Using FEM and ANN","authors":"Abdoullah Namdar, Omer Mughieda, Yuyi Liu, Yin Deyu, Yun Dong, Yadong Chen","doi":"10.1007/s10706-023-02659-3","DOIUrl":"https://doi.org/10.1007/s10706-023-02659-3","url":null,"abstract":"","PeriodicalId":48246,"journal":{"name":"Geotechnical and Geological Engineering","volume":"5 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135303502","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 1
Experimental and Numerical Studies of a Shield Twin Tunnel Undercrossing the Existing High-Speed Railway Tunnel 盾构双隧道下穿既有高速铁路隧道的试验与数值研究
Geotechnical and Geological Engineering Pub Date : 2023-10-05 DOI: 10.1007/s10706-023-02650-y
Ruizhen Fei, Limin Peng, Chunlei Zhang, Jiqing Zhang, Peng Zhang
{"title":"Experimental and Numerical Studies of a Shield Twin Tunnel Undercrossing the Existing High-Speed Railway Tunnel","authors":"Ruizhen Fei, Limin Peng, Chunlei Zhang, Jiqing Zhang, Peng Zhang","doi":"10.1007/s10706-023-02650-y","DOIUrl":"https://doi.org/10.1007/s10706-023-02650-y","url":null,"abstract":"","PeriodicalId":48246,"journal":{"name":"Geotechnical and Geological Engineering","volume":"44 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135481987","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Development of Energy-Based Site-Specific Correlations to Evaluate Liquefaction Potential 基于能源的特定地点相关性评估液化潜力的发展
Geotechnical and Geological Engineering Pub Date : 2023-10-03 DOI: 10.1007/s10706-023-02646-8
Aparna Kanth, Nitarani Bishoyi, Ritesh Kumar
{"title":"Development of Energy-Based Site-Specific Correlations to Evaluate Liquefaction Potential","authors":"Aparna Kanth, Nitarani Bishoyi, Ritesh Kumar","doi":"10.1007/s10706-023-02646-8","DOIUrl":"https://doi.org/10.1007/s10706-023-02646-8","url":null,"abstract":"","PeriodicalId":48246,"journal":{"name":"Geotechnical and Geological Engineering","volume":"74 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135697469","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Site Response Analyses with Different Stiffness Profiles and Input Motion Variability 不同刚度剖面和输入运动变异性的场地响应分析
Geotechnical and Geological Engineering Pub Date : 2023-10-03 DOI: 10.1007/s10706-023-02662-8
Yusuf Guzel
{"title":"Site Response Analyses with Different Stiffness Profiles and Input Motion Variability","authors":"Yusuf Guzel","doi":"10.1007/s10706-023-02662-8","DOIUrl":"https://doi.org/10.1007/s10706-023-02662-8","url":null,"abstract":"","PeriodicalId":48246,"journal":{"name":"Geotechnical and Geological Engineering","volume":"26 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135688971","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Experimental Study of Development of Fracture Process Zone in Rock 岩石断裂过程带发育的实验研究
Geotechnical and Geological Engineering Pub Date : 2023-09-29 DOI: 10.1007/s10706-023-02651-x
Yang Qiao, Zong-Xian Zhang, Sheng Zhang
{"title":"Experimental Study of Development of Fracture Process Zone in Rock","authors":"Yang Qiao, Zong-Xian Zhang, Sheng Zhang","doi":"10.1007/s10706-023-02651-x","DOIUrl":"https://doi.org/10.1007/s10706-023-02651-x","url":null,"abstract":"Abstract By means of digital image correlation (DIC) technology, the displacements and strains on the fracture ligaments of rock specimens were measured during loading. By analyzing the displacement distribution of each fracture ligament at different loading stages, the displacement fluctuation coefficient method was proposed to describe the development of fracture process zone (FPZ). The method can amplify the variation of displacement and clearly show the length of FPZ.The results show that: (1) the initiation of FPZ occurred at 77–89% of the peak load and the fluctuation coefficient of horizontal displacement around the crack tip reached the order of 10 –7 . (2) The initial length of FPZ was about 1.0–3.1 mm, which is 2 to 6 times the largest grain sizes. As the peak load was approached, the length of FPZ suddenly increased to 4.6–6.1 mm. (3) When a fracture process zone was initiated, the strain at the front end of the FPZ was about 3000–4000 µε. After the load approached the peak value, the strain at the rear end of the FPZ finally reached a peak value of 8000–11000 µε in all specimens.","PeriodicalId":48246,"journal":{"name":"Geotechnical and Geological Engineering","volume":"17 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-09-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135194178","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Geosynthetic-Reinforced and Stone Column-Supported Embankments: Numerical and Stability Study 土工合成加固和石柱支撑路堤:数值和稳定性研究
Geotechnical and Geological Engineering Pub Date : 2023-09-28 DOI: 10.1007/s10706-023-02654-8
José Leitão Borges
{"title":"Geosynthetic-Reinforced and Stone Column-Supported Embankments: Numerical and Stability Study","authors":"José Leitão Borges","doi":"10.1007/s10706-023-02654-8","DOIUrl":"https://doi.org/10.1007/s10706-023-02654-8","url":null,"abstract":"","PeriodicalId":48246,"journal":{"name":"Geotechnical and Geological Engineering","volume":"24 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-09-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135386954","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Mechanical Behavior of Weathered Compacted Shales 风化压实页岩的力学行为
Geotechnical and Geological Engineering Pub Date : 2023-09-26 DOI: 10.1007/s10706-023-02657-5
L. Sebastian Bryson, Majid Mahmoodabadi, Isabel Cristina Gomez-Gutierrez
{"title":"Mechanical Behavior of Weathered Compacted Shales","authors":"L. Sebastian Bryson, Majid Mahmoodabadi, Isabel Cristina Gomez-Gutierrez","doi":"10.1007/s10706-023-02657-5","DOIUrl":"https://doi.org/10.1007/s10706-023-02657-5","url":null,"abstract":"","PeriodicalId":48246,"journal":{"name":"Geotechnical and Geological Engineering","volume":"49 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-09-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"134960646","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
A Physicochemical Framework for Saturated-Unsaturated Behavior of Low Plasticity Compacted Clays 低塑性压实粘土饱和-非饱和特性的物理化学框架
Geotechnical and Geological Engineering Pub Date : 2023-09-25 DOI: 10.1007/s10706-023-02655-7
Rajeevkaran Paranthaman, Shahid Azam
{"title":"A Physicochemical Framework for Saturated-Unsaturated Behavior of Low Plasticity Compacted Clays","authors":"Rajeevkaran Paranthaman, Shahid Azam","doi":"10.1007/s10706-023-02655-7","DOIUrl":"https://doi.org/10.1007/s10706-023-02655-7","url":null,"abstract":"","PeriodicalId":48246,"journal":{"name":"Geotechnical and Geological Engineering","volume":"69 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-09-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135816113","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Performance of Geofoam Included Nailed-Walls in Dynamic Condition 动态条件下含土工泡沫钉墙的性能研究
Geotechnical and Geological Engineering Pub Date : 2023-09-25 DOI: 10.1007/s10706-023-02656-6
Xiaochuan Yang
{"title":"Performance of Geofoam Included Nailed-Walls in Dynamic Condition","authors":"Xiaochuan Yang","doi":"10.1007/s10706-023-02656-6","DOIUrl":"https://doi.org/10.1007/s10706-023-02656-6","url":null,"abstract":"","PeriodicalId":48246,"journal":{"name":"Geotechnical and Geological Engineering","volume":"36 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-09-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135815974","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Modelling Particle-Size Distribution and Estimation of Soil–water Characteristic Curve utilizing Modified Lognormal Distribution function 利用修正对数正态分布函数建模土壤-水特征曲线及粒径分布
Geotechnical and Geological Engineering Pub Date : 2023-09-25 DOI: 10.1007/s10706-023-02638-8
Alfrendo Satyanaga, Harianto Rahardjo, Qian Zhai, Sung-Woo Moon, Jong Kim
{"title":"Modelling Particle-Size Distribution and Estimation of Soil–water Characteristic Curve utilizing Modified Lognormal Distribution function","authors":"Alfrendo Satyanaga, Harianto Rahardjo, Qian Zhai, Sung-Woo Moon, Jong Kim","doi":"10.1007/s10706-023-02638-8","DOIUrl":"https://doi.org/10.1007/s10706-023-02638-8","url":null,"abstract":"","PeriodicalId":48246,"journal":{"name":"Geotechnical and Geological Engineering","volume":"36 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-09-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135817315","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
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