Analysis of resistance factors for LRFD of soil nail pullout limit state using default FHWA load and resistance models

Abstract

Resistance factors for load and resistance factor design (LRFD) of pullout limit state of both permanent and temporary soil nails are calibrated against a wide design space using the current Federal Highway Administration (FHWA) nail load and resistance models. The calculated resistance factors were shown to scatter broadly among design scenarios that differ in wall face batter, soil friction angle, nail ultimate bond strength, and surcharge live load. An important lesson learned from the analysis results is that the current practice of using a single resistance factor for LRFD of nail pullout limit state could not result in uniform reliabilities across different design scenarios. Simple artificial neural network (ANN) models were developed for computation of resistance factors. Design examples demonstrated the ability of the ANN models in providing resistance factors that yield satisfactory and consistent reliabilities in different nail pullout designs.     

Effect of different registration methods on precision of orientation based on RTK registration/georeferencing mode

Abstract

Compared with traditional methods, the three-dimensional laser-scanning (3D-LS) technique can efficiently acquire many high-quality geometric properties of rock discontinuities. In practice, engineers usually prefer to simplify the processing by using single-station point data and roughly orienting owing to the complexity of registration/georeferencing multi-station point data. However, prior published studies have paid little attention to the accuracy and reliability when determining discontinuity orientations using 3D-LS. We propose a reliable and accurate method with robust on-site applicability. As part of an ongoing effort, we are evaluating the precision of the commonly used coarse registration method and the fine registration method, and promoted the optimized coarse- and fine-registration methods and evaluated their precision. It is found that: (1) the common and the optimized registration method can meet our project’s engineering requirements, and the optimized registration method improved accuracy in the dip direction by approximately 1°; (2) fine registration using an iterative closest point (ICP) algorithm can correct both dip direction and dip angle; and (3) the orientation is of high precision with commonly used coarse and fine registration, whereas the optimization effect to correct the orientation is slightly limited.     

基于蛇模型的等深线化简质量定量调控方法

针对当前等深线的化简过程未考虑化简后等深线质量的问题,以基于蛇模型的等深线化简方法为基础,引入航海图等深线化简质量的定量评估方法,对化简后等深线的质量进行定量评估,并将评估结果作为蛇模型算法的总能量,实现了等深线化简过程的定量调控,提出了基于蛇模型的等深线化简质量定量调控方法。实验结果表明:该方法能够根据等深线的化简质量定量调控等深线的化简过程,不仅能够提高航海图等深线的化简质量,而且为后续等深线化简算法的研究提供了新的思路。     

Dynamic characteristics of marine soft clay under variable phase difference and initial static shear stress

Abstract

Under seismic loading, the soil layer is subjected to multidirectional cyclic shear stress with different amplitudes and frequencies because of the coupling of multiple shear waves and the soil element within a slope or behind a retaining wall is subjected to initial static shear stress before subjected to cyclic loading. Due to the complexity of seismic loading propagation, a phase difference exists between the initial static shear stress and cyclic shear stress. To investigate the influence of the phase difference and initial static shear stress on cyclic shear strain, cyclic modulus, and cyclic strength, a series of laboratory tests are performed on Wenzhou marine soft clay by multi-directional simple shear system, which can simulate the actual state better by controlling the horizontal cyclic stress in the x and y directions simultaneously. As the phase difference varies from 0° to 90°, the dynamic shear modulus increases and cyclic strain accumulation decreases with an increasing number of cycles. The shear strain increases with the initial shear stress.     

尺度政治视角下的新安江流域生态补偿政府主体博弈

流域生态补偿是中国跨区域生态治理和自然区域保护的一项重要经济、社会、环境政策,涉及区域利益主体权益差异与协调、区域生态协同发展和合作模式构建等方面,是一个典型的地理学研究命题。本文将制度粘性引入到尺度政治理论中,剖析新安江流域生态补偿政府主体的博弈行为,探究不同政府主体的博弈特征和博弈机制。结果表明:中央政府、省级政府、市级政府等不同层级政府主体经历了竞争博弈、合作博弈和竞合博弈3个阶段,构建政府利益共同体能够推进流域生态补偿建设,中央政府的“适度介入”是开展跨省流域生态补偿的关键;流域生态补偿制度从“垂直”模式向“垂直—水平”模式的变迁过程中存在明显的制度粘性,政府主体利用政策革新和社会参与等制度约束稀释制度粘性,重塑流域生态补偿制度;尺度转换是推动新安江流域生态补偿的核心机制,政府主体通过重新分配权力和资本、嵌入非正式约束塑造流域生态补偿话语体系,推动新安江流域生态补偿由“强国家—弱社会”向“强国家—强社会”结构模式的转变。研究结果能够为构建跨区域流域生态补偿机制提供理论支撑,为合理评价和指导流域生态补偿实践、促进流域经济社会协调可持续发展提供科学依据。     

基于网络游记的城市旅游流网络结构演化研究——以北京市为例

采用网络游记文本数据,结合爬虫技术和社会网络分析方法,分析北京市“十二五”和“十三五”时期城市旅游客流网络结构的演变特征。结果表明：① 城市旅游流网络结构存在不均衡性,城市历史文化遗产节点的的影响控制能力强,新兴旅游吸引物的集聚能力相对较弱,受不同类型节点的路径依赖效应的影响,这种差异存在动态扩大特征。② 城市旅游流网络结构呈现显著的等级分层结构和节点分散分布特征,传统游憩场所是城市旅游流的核心节点,外围发育的旅游节点较分散且规模能级提升空间较大。③ 城市旅游流拥有显著的赋能效应、倒逼效应和联通效应。     

广西土壤有机质空间变异特征及其影响因素研究

基于广西第二次土壤普查的270个土壤剖面资料,结合1∶50万数字化土壤类型图、土地利用类型图和气象监测数据等资料,利用地统计学和逐步回归分析等方法对广西表层土壤有机质空间变异特征及其影响因素进行了探究。结果表明：广西表层土壤有机质平均含量为3.11±2.19%,变异系数为70.72%,空间分布呈北高南低的趋势。广西表层土壤有机质空间分布受到自然和人为因素的共同影响,土壤类型、成土母质、海拔、土地利用、气候和坡度6个环境因子对全区土壤有机质含量变异的综合解释能力为47.9%。其中,土壤类型是最重要的影响因素,能独立解释其变异的36.0%,海拔和成土母质分别能独立解释28.5%和15.8%。气温对广西土壤有机质空间分布的影响比降水量更加显著,从而造成了广西土壤有机质整体呈南低北高的趋势。同时,土壤有机质对气温的敏感性在一定程度上受到降雨量的制约。此外,研究区农业耕作管理等因素对土壤有机质的影响也不容忽视。     

Influence of Stress on Void Ratios of Compacted Crushed Rock Masses in Coal Mine Gobs

The transfer and evolution of stress among rock blocks directly change the void ratios of crushed rock masses and affect the flow of methane in coal mine gobs. In this study, a Lagrange framework and a discrete element method, along with the soft-sphere model and EDEM numerical software, were used. The compaction processes of rock blocks with diameters of 0.6, 0.8, and 1.0 m were simulated with the degrees of compression set at 0%, 5%, 10%, 15%, 20%, and 25%. This study examines the influence of stress on void ratios of compacted crushed rock masses in coal mine gobs. The results showed that stress was mainly transmitted downward through strong force chains. As the degree of compression increased, the strong force chains extended downward, which resulted in the stress at the upper rock mass to become significantly higher than that at the lower rock mass. It was determined that under different degrees of compression, the rock mass of coal mine gobs could be divided, from the bottom to the top, into a lower insufficient compression zone (ICZ) and an upper sufficient compression zone (SCZ). From bottom to top, the void ratios in the ICZ sharply decreased and those in the SCZ slowly decreased. Void ratios in the ICZ were 1.2–1.7 times higher than those in the SCZ.

     

Feasibility of Re-injecting the Production Effluent from Alkali–Surfactant–Polymer Flooding Systems Back into a Reservoir to Further Improve Oil Recovery

Natural Resources Research - Alkali–surfactant–polymer (ASP)-produced effluent contains polymer, alkali and surfactant, and it has higher content of suspended oil droplets and suspended...     

基于TerrSolid对机载雷达DEM重提取方法研究

DEM的提取是激光雷达数据采集的重要用途之一,但由于目前算法的局限性,无法高精度地自动分类,如何在算法分类的基础上重新进行人工分类,以一定的原则和标准进行重提取从而得到更高精度的DEM,仍然是专业领域的一大难题。本文对某.LAS数据重提取,极大提高了其DEM的精度,为今后相关单位和个人使用TerrSolid软件对机载雷达DEM重提取提供一些经验。