期刊：Geotechnics

主页：https://www.mdpi.com/journal/geotechnics

本期文章聚焦岩土材料（geo-materials）的前沿研究，从微观颗粒界面的化学-机械耦合机制，到宏观基础设施中的岩土工程应用，涵盖矿物溶解沉淀、特殊路基处理、抗爆超材料设计、再生材料再利用、生物聚合物改良及土工合成材料加固等多元主题，旨在探索多尺度、多环境下地质材料的力学行为、本构关系与工程性能优化策略，为可持续岩土工程实践提供理论支撑与技术参考。

1.

Statistical and Predictive Analyses of the Strength Development of a Cement-Treated Clayey Soil

水泥改性粘土强度发展的统计与预测分析

https://www.mdpi.com/2673-7094/3/2/26

Abdallah, A.; Russo, G.; Cuisinier, O. Statistical and Predictive Analyses of the Strength Development of a Cement-Treated Clayey Soil. Geotechnics 2023, 3, 465-479. https://doi.org/10.3390/geotechnics3020026

2.

Sustainable Use of Tire-Derived Aggregate in the Protection of Buried Concrete Pipes under Combined Soil and Traffic Loads

轮胎骨料在土-交通荷载联合作用下埋地混凝土管道保护中的可持续应用

https://www.mdpi.com/2673-7094/3/1/5

Alshibany, S.M.; Alzabeebee, S.; Keawsawasvong, S. Sustainable Use of Tire-Derived Aggregate in the Protection of Buried Concrete Pipes under Combined Soil and Traffic Loads. Geotechnics 2023, 3, 57-69. https://doi.org/10.3390/geotechnics3010005

3.

Review of Geotechnical Properties of Reclaimed Asphalt Pavement for Reuse in Infrastructure

再生沥青路面岩土特性及其基础设施再利用研究综述

https://www.mdpi.com/2673-7094/3/1/3

Dager, C.H.; Morro, R.H.; Hubler, J.F.; Sample-Lord, K.M. Review of Geotechnical Properties of Reclaimed Asphalt Pavement for Reuse in Infrastructure. Geotechnics 2023, 3, 21-42. https://doi.org/10.3390/geotechnics3010003

4.

Improved Wave Equation Analysis for Piles in Soil-Based Intermediate Geomaterials with LRFD Recommendations and Economic Impact Assessment

土基中间岩土材料中桩基的改进波动方程分析：荷载与抗力系数设计建议与经济影响评估

https://www.mdpi.com/2673-7094/4/2/20

Kalauni, H.K.; Masud, N.B.; Ng, K.; Wulff, S.S. Improved Wave Equation Analysis for Piles in Soil-Based Intermediate Geomaterials with LRFD Recommendations and Economic Impact Assessment. Geotechnics 2024, 4, 362-381. https://doi.org/10.3390/geotechnics4020020

5.

Microstructure and Strength Parameters of Cement-Stabilized Loess

水泥稳定黄土的微观结构与强度参数

https://www.mdpi.com/2673-7094/3/2/10

Axel, M.; Li, X.; Wen, F.; An, M.-X. Microstructure and Strength Parameters of Cement-Stabilized Loess. Geotechnics 2023, 3, 161-178. https://doi.org/10.3390/geotechnics3020010

6.

Using Kiln Dust to Improve Weak Subgrades for Pavement Construction: A Field Verification in Michigan, USA

利用窑灰改良软路基用于路面施工：美国密歇根州现场验证

https://www.mdpi.com/2673-7094/3/2/11

Bandara, N.; Hettiarachchi, H.; Jensen, E.; Binoy, T.H.; Perera, R. Using Kiln Dust to Improve Weak Subgrades for Pavement Construction: A Field Verification in Michigan, USA. Geotechnics 2023, 3, 179-192. https://doi.org/10.3390/geotechnics3020011

7.

Effect of Material Composition on Geotechnical Properties—Study on Synthetic Municipal Solid Waste

材料成分对岩土特性的影响——合成固废研究

https://www.mdpi.com/2673-7094/3/2/23

Singh, V.; Uchimura, T. Effect of Material Composition on Geotechnical Properties—Study on Synthetic Municipal Solid Waste. Geotechnics 2023, 3, 397-415. https://doi.org/10.3390/geotechnics3020023

8.

Increased Microbially Induced Calcium Carbonate Precipitation (MICP) Efficiency in Multiple Treatment Sand Biocementation Processes by Augmentation of Cementation Medium with Ammonium Chloride

微生物诱导碳酸钙沉淀效率提升研究——氯化铵强化胶结介质在多次处理砂土生物胶结过程中的应用

https://www.mdpi.com/2673-7094/3/4/57

Spencer, C.A.; Sass, H.; van Paassen, L. Increased Microbially Induced Calcium Carbonate Precipitation (MICP) Efficiency in Multiple Treatment Sand Biocementation Processes by Augmentation of Cementation Medium with Ammonium Chloride. Geotechnics 2023, 3, 1047-1068. https://doi.org/10.3390/geotechnics3040057

9.

Effectiveness of Hybrid Geosynthetic Systems in Controlling Differential Heave in Flexible Pavements over Expansive Soils

混合土工合成材料系统在抑制膨胀土上柔性路面不均匀变形中的效能

https://www.mdpi.com/2673-7094/3/4/53

Tamim, M.M.; Mishra, D.; Chittoori, B.C.S. Effectiveness of Hybrid Geosynthetic Systems in Controlling Differential Heave in Flexible Pavements over Expansive Soils. Geotechnics 2023, 3, 989-1003. https://doi.org/10.3390/geotechnics3040053

10.

3D Numerical Modeling of Geosynthetics for Soil Reinforcement: A Bibliometric Analysis and Literature Review

土工合成材料加筋土体的三维数值模拟：文献计量分析与综述

https://www.mdpi.com/2673-7094/4/2/36

Paiva, L.; Pinho-Lopes, M.; Paula, A.M.; Valente, R. 3D Numerical Modeling of Geosynthetics for Soil Reinforcement: A Bibliometric Analysis and Literature Review. Geotechnics 2024, 4, 673-692. https://doi.org/10.3390/geotechnics4020036

11.

Enhancing Lime Dosage Determination for Lean Clay Soil Improvement: Significance of Plasticity Limit and Interpretation Approach

低塑性黏土石灰改良中剂量确定方法的改进与塑限参数分析

https://www.mdpi.com/2673-7094/5/1/9

Babanas, H.; Courcelles, B. Enhancing Lime Dosage Determination for Lean Clay Soil Improvement: Significance of Plasticity Limit and Interpretation Approach. Geotechnics 2025, 5, 9. https://doi.org/10.3390/geotechnics5010009

12.

Cost Effectiveness of Chip Seal and Hot Mix Asphalt Pavements

碎石封层与热拌沥青路面的成本效益分析

https://www.mdpi.com/2673-7094/4/4/58

?lender, B.; Gürer, C.; Varga, R.; Jeluši?, P. Cost Effectiveness of Chip Seal and Hot Mix Asphalt Pavements. Geotechnics 2024, 4, 1140-1158. https://doi.org/10.3390/geotechnics4040058

13.

Flow through and Volume Change Behavior of a Compacted Expansive Soil Amended with Natural Biopolymers

天然生物聚合物改良压实膨胀土的渗流与体积变化特性

https://www.mdpi.com/2673-7094/4/1/17

Bukhary, A.; Azam, S. Flow through and Volume Change Behavior of a Compacted Expansive Soil Amended with Natural Biopolymers. Geotechnics 2024, 4, 322-336. https://doi.org/10.3390/geotechnics4010017

14.

Pore Water Pressure Generation and Energy Dissipation Characteristics of Sand–Gravel Mixtures Subjected to Cyclic Loading

砂砾混合料循环荷载作用下的孔隙水压力产生与能量耗散特性

https://www.mdpi.com/2673-7094/4/4/65

Pokhrel, A.; Chiaro, G. Pore Water Pressure Generation and Energy Dissipation Characteristics of Sand–Gravel Mixtures Subjected to Cyclic Loading. Geotechnics 2024, 4, 1282-1303. https://doi.org/10.3390/geotechnics4040065

15.

Geotechnical Performance of Lateritic Soil Subgrades Stabilized with Agro-Industrial Waste: An Experimental Assessment and ANN-Based Predictive Modelling

农业工业废弃物改良红土路基的岩土性能：试验评估与ANN预测建模

https://www.mdpi.com/2673-7094/5/3/65

Daimary, N.; Sarmah, D.; Bhattacharjee, A.; Barman, U.; Saikia, M.J. Geotechnical Performance of Lateritic Soil Subgrades Stabilized with Agro-Industrial Waste: An Experimental Assessment and ANN-Based Predictive Modelling. Geotechnics 2025, 5, 65. https://doi.org/10.3390/geotechnics5030065

Geotechnics 期刊介绍

Geotechnics（ISSN 2673-7094）是一本国际性、跨学科、同行评审开放获取期刊。创刊于2021年，作者群体覆盖全球多个国家和地区，编委会由来自13个国家的43位资深学者组成，负责把控所发表文章的质量以及期刊的整体发展方向。目前，Geotechnics期刊已被Scopus、ESCI（Web of Science）、DOAJ等数据库收录，并持续提升其学术影响力。

期刊旨在发表与地学信息领域各方面相关的最新研究成果与综述论文，主题包括且不限于：

地基与土–结构相互作用；土体性质、改良与修复；土力学与岩石力学；地震工程；岩土材料的力学、物理、水力和热学性质；滑坡与边坡稳定；地质灾害；地下结构；岩土工程中的数值模拟与数据分析；环境岩土工程；水文地质；废弃物与废弃物管理

主编：

Prof. Dr. George Mylonakis

University of Bristol, UK and Khalifa University, UAE

2024 Impact Factor：1.9

2024 CiteScore：3.6

Time to First Decision：20.6 Days

Acceptance to Publication：4.8 Days