Analytical solutions for nonlinear consolidation of soft soil around a shield tunnel with idealized sealing linings

This paper presents the analytical solutions for nonlinear consolidation of soft soil around a shield tunnel with idealized sealing linings. By introducing the empirical relation between permeability and compressibility, along with the conformal transformation, the governing equations of nonlinear consolidation are established, and the corresponding analytical solutions are derived. Then, the Terzaghi consolidation solutions are derived from the degenerate governing equation of nonlinear consolidation. Through the predictions of different consolidation theories in both completely permeable and impermeable lining conditions, the influences of a tunnel acting as a drain and impacting the dissipation of pore pressure, degree of consolidation, long-term ground settlements and ground settlement rates are investigated. During the early stages of consolidation, the case studies reveal that the predictions made by this study strongly agree with the field data when a completely permeable lining is applied. This study confirms that a tunnel acting as a drain can accelerate the consolidation of soil and enlarge soil deformation due to consolidation. During long term consolidation, a notable nonlinearity of the soil consolidation is exhibited by a small and gradually decreasing settlement rate, showing agreement with the tendency of field data from the impermeable conditions.     

自钻式原位剪切旁压模型不同固结荷载颗粒流数值试验

自钻式原位剪切旁压仪具有扰动小,能同时测出不同深度土的变形和强度参数,在精确测定土体参数方面具有广阔的应用前景。然而,目前受分析手段与研究水平的限制,对SBISP多级加载过程中周围土体的变形响应研究较少,而土体变形参数的确定与其变形机制是密切相关的。基于此,应用PFC3D颗粒流程序对不同固结荷载SBISP模型进行了仿真数值试验,试验结果表明:随着剪应力的逐级施加,中间区域颗粒的位移量不断增大,且位移矢量方向性更加显著,在第5级剪应力作用下,影响区域位移矢量形状呈现为倒锥形;而随着上覆固结压力的增大,探头周围试样的受影响范围逐渐变小;在探头作用下球颗粒的运动轨迹呈台阶状,台阶形态随距探杆中心距离增大而趋于平缓,球颗粒的Z向位移量亦随之呈负指数形式衰减;此外,剪应力与探头摩擦系数呈正相关关系,但当摩擦系数达到某一阈值时,剪应力-位移曲线不再变化。其研究成果对于深入开展SBISP试验多级加载过程中影响域内土体变形过程与变形模量之间关系研究具有重要启迪意义。     

平原农区土地综合整治与乡村转型发展协同机制

平原农区是保障国家粮食安全的核心区,土地综合整治与乡村转型发展协同有利于缓解平原农区经济发展、耕地保护、生态保育等多重压力,保障乡村振兴政策落实。本文以“问题研判—策略梳理—机制构建—实证检验”为研究主线,探讨两者协同机制。研究表明：① 平原农区“三生”空间利用冲突显著,生产空间低值低效、生活空间无序空废、生态空间污损衰退共同制约乡村转型发展;② 面向土地价值提升、人居环境改善、产业融合发展的土地综合整治优化策略,有利于推动乡村转型发展;③ 新时期,土地综合整治由“以地为本”单要素调控转向“人、地、业、权”多要素协同综合整治,权利重组、空间重构、产业重塑是推动土地综合整治与乡村转型发展协同的核心机制;④ 平原农区典型地区禹城市,聚焦土地权属调整、空心村整治和现代产业培育,实现土地综合整治与乡村转型发展的协同推进。本文有利于深化平原农区人地系统科学新认知,为构建现代化国土空间治理体系和全面推进乡村振兴提供实践参考。     

“双碳”目标下全域土地综合整治的学理研究与实践路径

全域土地综合整治作为优化乡村国土空间的重要实践活动,既是人为土地利用的重要碳源之一,也对缓解土地利用碳排放具有积极作用。为解析其与“双碳”目标的互馈机制与耦合关系,剖析其对实现“双碳”目标的贡献作用,提出全域土地综合整治碳效应的学理研究问题与实践应用路径。结果表明：① 与传统土地整治相比,全域土地综合整治具有更强的战略性、综合性和系统性,作为面向全要素全空间的土地实践活动,其价值导向和实践方式更多元,与“双碳”目标联系更密切,固碳减排可操作性更强;② 基于文献计量研究发现,面向“双碳”目标的全域土地综合整治应在碳效应影响因素解析、碳核算体系构建、空间布局优化等方面开展学理研究和关键问题探索;③ 研究提出了综合规划引领、工程建设和建后管护的实践应用路径,全域土地综合整治通过调整技术方法体系、优化规划编制和实施等各环节,对实现“双碳”目标具有重要推动作用。研究为面向“双碳”目标的全域土地综合整治提供理论研究视角和实践参考,为全域土地综合整治助力“双碳”目标实现提供借鉴。     

安徽省池州市农村土地整治与美好乡村建设耦合联动研究

在安徽省提出推进美好乡村建设的背景下,界定了农村土地整治与美好乡村建设耦合联动的内涵、实质和系统,探讨了安徽省池州市农村土地整治与美好乡村建设耦合联动内容,探索了农村土地整治与美好乡村建设耦合联动保障机制。研究表明,农村土地整治是推进美好乡村建设的有力抓手,而建设美好乡村则是实施农村土地整治的重要目标,且二者通过农地整治系统、农村建设用地整治系统和农村土地生态环境整治系统耦合联动。二者耦合联动的内容包括：推进农地整治工程,建设生产发展的美好乡村;推进农村建设用地整治工程,建设生活宜居的美好乡村;推进农村土地生态环境整治工程,建设生态文明的美好乡村。要实现农村土地整治与美好乡村建设耦合联动需要通过构建以下机制：规划协调保障机制、创新融资保障机制、农民权益保障机制、技术支撑保障机制和制度创新保障机制。     

土地整治与新型城镇化、新农村建设——2013年中国土地学会学术年会综述

本文主要介绍了2013年中国土地学会学术年会上提出的15个重要观点,包括：新型城镇化是不以损害农民权益为代价的城镇化;不能因为二元经济结构以及土地用途管制制度存在问题,就剥夺了农民流转土地的权利;“法外经济”已呈燎原之势;在土地资源配置和权利配置中,应相机处理公平与效率的关系;注意区分两种性质的房产税;土地整治规划应是新农村建设的落地规划;建立耕、园、林、草大土地整治模式;探析生态用地内涵有利于将可持续发展观贯穿于规划的全过程;土地整治现场调查评价工作应当配备先进技术;结构方程模型为土地整治项目的社会效益评价提供了一种新的思路与方法;全排列多边形图示指标法适宜于作挂钩适宜性评价;开展城镇工矿建设用地整治应适时、适度、适量;货币补偿和提供新宅基地对农户行为具有明显的积极影响;土地整治公众参与不尽人意的四大原因;适时组建土地整治行业协会。     

Efficient block preconditioners for the coupled equations of pressure and deformation in highly discontinuous media

Large‐scale simulations of flow in deformable porous media require efficient iterative methods for solving the involved systems of linear algebraic equations. Construction of efficient iterative methods is particularly challenging in problems with large jumps in material properties, which is often the case in geological applications, such as basin evolution at regional scales. The success of iterative methods for this type of problems depends strongly on finding effective preconditioners. This paper investigates how the block‐structured matrix system arising from single‐phase flow in elastic porous media should be preconditioned, in particular for highly discontinuous permeability and significant jumps in elastic properties. The most promising preconditioner combines algebraic multigrid with a Schur complement‐based exact block decomposition. The paper compares numerous block preconditioners with the aim of providing guidelines on how to formulate efficient preconditioners. Copyright © 2010 John Wiley & Sons, Ltd.     

Effective block diagonal preconditioners for Biot's consolidation equations in piled‐raft foundations

The finite element (FE) simulation of large‐scale soil–structure interaction problems (e.g. piled‐raft, tunnelling, and excavation) typically involves structural and geomaterials with significant differences in stiffness and permeability. The symmetric quasi‐minimal residual solver coupled with recently developed generalized Jacobi, modified symmetric successive over‐relaxation (MSSOR), or standard incomplete LU factorization (ILU) preconditioners can be ineffective for this class of problems. Inexact block diagonal preconditioners that are inexpensive approximations of the theoretical form are systematically evaluated for mitigating the coupled adverse effects because of such heterogeneous material properties (stiffness and permeability) and because of the percentage of the structural component in the system in piled‐raft foundations. Such mitigation led the proposed preconditioners to offer a significant saving in runtime (up to more than 10 times faster) in comparison with generalized Jacobi, modified symmetric successive over‐relaxation, and ILU preconditioners in simulating piled‐raft foundations. Copyright © 2012 John Wiley & Sons, Ltd.     

考虑桩体刺入变形的透水混凝土桩复合地基固结理论研究

现有的多元复合地基利用两种或者两种以上的桩型对地基土进行加固,以期提高地基承载力、加速地基固结。提出了一种兼具散体材料桩和刚性不排水桩自身优点的透水混凝土桩复合地基固结模型。工程中刚性桩与土体的压缩量并不相等,这与等应变条件存在着不一致的地方。为此,抛弃传统等应变假设,考虑桩体向垫层和下卧层的刺入变形,对传统等应变假定进行修正,同时考虑了扰动区土体水平渗透系数的抛物线变化和水在桩体内的径向、竖向渗流,给出了此类固结问题的控制方程和解答以及复合地基固结度的表达式,并对复合地基固结度的解进行了讨论。最后与其他复合地基解做了比较并对固结性状进行了分析,并针对透水混凝土桩孔隙引起的桩阻作用对地基固结速度的影响进行了验证。     

江苏地质灾害危险性区域评估与应用

为探究长江漫滩相软土的抗剪强度特征,采用静三轴仪对南京长江漫滩相原状软土进行一系列试验,探讨不同固结条件下漫滩相软土抗剪强度的变化规律。结果表明：当固结度在60%～100%时,增大初始有效围压可在一定程度上提高抗剪强度;在相同围压下,抗剪强度随固结度的增加均规律性增大。以完全固结时的抗剪强度值τf,100%为参考,给出不同固结度下τf对应的折减系数,同时分别给出内摩擦角和黏聚力随固结度的变化关系,为长江漫滩区建设工程地基设计与施工提供参考依据。