|
|
|
Theis Raaschou Andersen
The continuous growth of cities in combination with future climate changes present urban planners with significant challenges, as traditional urban sewer systems are typically designed for the present climate. An easy and economically feasible way to mit...
ver más
|
|
|
|
|
|
|
Yuxi Li, Wanglin Li, Jiapeng He, Xiaojiao Zhang and Xinyi Li
Infiltration and anti-filtration recharge-pumping wells (hereinafter, referred to as IAF recharge-pumping wells) can enable rain-flood flowing in rivers or channel recharge to aquifers, in flood periods, and pump groundwater to be utilized in non-flood p...
ver más
|
|
|
|
|
|
|
Valerio C. Andres-Valeri, Luis Juli-Gandara, Daniel Jato-Espino and Jorge Rodriguez-Hernandez
Porous concrete (PC) has been extensively used as a surface layer in permeable pavements. The effectiveness of this material in managing stormwater runoff depends not only on subsurface storage, but on infiltration capacity during rainfall events. A vari...
ver más
|
|
|
|
|
|
|
Mohammad S. Islam, Claudio Paniconi and Mario Putti
|
|
|
|
|
|
|
Mohammad S. Islam, Claudio Paniconi and Mario Putti
The lookup table option, as an alternative to analytical calculation for evaluating the nonlinear heterogeneous soil characteristics, is introduced and compared for both the Picard and Newton iterative schemes in the numerical solution of Richards? equat...
ver más
|
|
|
|
|
|
|
Cuiying Zhou, Shanshan Zhao, Wei Huang, Dexian Li and Zhen Liu
The topsoil of a clayey slope is easily washed off by rain due to its loose structure. To protect the slope surface, in recent years, several types of non-traditional soil additives have been used by means of mixing with soil. In this work, a new organic...
ver más
|
|
|
|
|
|
|
Keqi Liu, Wantao Ding and Chunxu Qu
The penetration characteristics of the slurry and the support pressure transfer mechanisms are critical to the tunnel face stability control during a mechanized excavation. In this paper, numerical calculations coupling computational fluid dynamics (CFD)...
ver más
|
|
|
|
|
|
|
Chuanxi Luo, Duanyi Wang, Jian Li and Jun He
This study focuses on unknown crystal precipitates from an asphalt mixture used in bridge deck pavement layers. X-ray fluorescence spectroscopy was used to analyze the composition and source of crystals in the asphalt mixture used in bridge deck pavement...
ver más
|
|
|
|
|
|
|
Chang-Rui Yao, Bo Wang, Zhi-Qiang Liu, Hao Fan, Fang-Hao Sun and Xin-Hao Chang
Drainage conditions are supposed to have significant influence on sand liquefaction behavior. An infiltration device was utilized in cyclic triaxial tests to reproduce different drainage conditions by altering dry density of the within silt. Permeability...
ver más
|
|
|
|
|
|
|
Taciano Oliveira da Silva, Raquel Cordeiro Nascimento, Jhonatan Willian Souza Faria, Heraldo Nunes Pitanga, Dario Cardoso de Lima, Giovani Levi Sant'Anna
Pág. 331 - 337
The experimental research program was developed in the Alto Paraopeba region, state of Minas Gerais, Southeastern Brazil. The main objective was to promote the geotechnical evaluation of soil samples from four cut slopes in residual soil profiles of high...
ver más
|
|
|
|
|
|
|
Francesco Fusco, Pantaleone De Vita, Benjamin B. Mirus, Rex L. Baum, Vincenzo Allocca, Rita Tufano, Enrico Di Clemente and Domenico Calcaterra
On the 4th and 5th of March 2005, about 100 rainfall-induced landslides occurred along volcanic slopes of Camaldoli Hill in Naples, Italy. These started as soil slips in the upper substratum of incoherent and welded volcaniclastic deposits, then evolved ...
ver más
|
|
|
|
|
|
|
Xianghua Chen, Wenxin Chen, Liyuan Zhao and Yekai Chen
The rapid pace of urbanization has led to an increasing frequency of road collapses, posing a significant threat to urban traffic safety. Underground pipeline leakage stands out as the primary cause of such collapses. This paper presents a macroscopic an...
ver más
|
|
|
|
|
|
|
Ali Shubbar, Mohammed Salah Nasr, Abdullah Kadhim, Tameem Mohammed Hashim and Monower Sadique
Pavement deterioration is mainly caused by high traffic loading and by increased levels of runoff water resulting from storms, floods, or other reasons. Consequently, this issue can be efficiently solved by employing permeable pavement, such as permeable...
ver más
|
|
|
|
|
|
|
Wenpeng Ning and Hua Tang
The southwestern region of China is close to the Eurasian earthquake zone. Many engineering areas in southwestern China are affected by earthquakes and are close to the epicenter of earthquakes that occur in this region. During earthquakes, slopes with w...
ver más
|
|
|
|
|
|
|
Xingang Wang, Hongbin Zhan, Jiading Wang and Ping Li
Instability of tailings dams may result in loss of life and property and serious environmental pollution. The position of the tailings dam?s phreatic line varies due to continuously changing factors such as rainfall infiltration and discharge of tailings...
ver más
|
|
|
|
|
|
|
Pauline N. Mollema, Marco Antonellini, Alwin Hubeek and Peter M. J. A. Van Diepenbeek
Gravel pit lakes form when gravel deposits are excavated below the water table. We studied two fluvial gravel pit lakes called De Lange Vlieter (DLV Lake) and the Boschmolen Plas (BP Lake), in the Meuse River valley (The Netherlands). Water from the Meus...
ver más
|
|
|
|
|
|
|
Pauline N. Mollema, Marco Antonellini, Alwin Hubeek and Peter M. J. A. Van Diepenbeek
Pág. 1 - 17
Gravel pit lakes form when gravel deposits are excavated below the water table. We studied two fluvial gravel pit lakes called De Lange Vlieter (DLV Lake) and the Boschmolen Plas (BP Lake), in the Meuse River valley (The Netherlands). Water from the Meus...
ver más
|
|
|
|
|
|
|
Zhimeng Zhao and Qinghe Wang
Preferential flow is the most common form of water loss occurring at the interface between rock and soil (hereinafter referred to as ?rock?soil interface?) in karst areas, and it is also one of the important factors causing soil water leakage into the un...
ver más
|
|
|
|
|
|
|
Yuliang Guo, Liwen Cao, Zihaohan Sang and Rui Zhang
In arid climates, evaporation and water loss in surface soil can lead to the development of shrinkage cracks in the soil. The crack network in contaminated soil sites can become a rapid pathway for the infiltration and transport of contaminations, thereb...
ver más
|
|
|
|
|
|
|
Luisa Carla de Alencar Menezes, Antonio Carlos Rodrigues Guimarães, Maria Esther Soares Marques, Tales Santos Ribeiro and Filipe Almeida Corrêa do Nascimento
The criteria for selecting materials for railway pavement (particle size distribution, California Support Index, and physical indexes) are not suitable for evaluating the hydraulic behavior of tropical soils under unsaturated conditions, often resulting ...
ver más
|
|
|
|