|
|
|
|
|
Brian G. Roche, Michael A. Perez, Wesley N. Donald and Jarrell Blake Whitman
Sediment barriers are used on construction sites to protect downstream waterbodies from the impacts of sediment-laden stormwater runoff. Although ubiquitous on construction sites, many sediment barrier practices lack performance-based testing to determin...
ver más
|
|
|
|
|
|
|
|
|
|
|
Haimin Wu, Maoxue Zhang, Honghui Zheng and Feng Yi
Geotextile tubes have offered a cost-effective and convenient solution for the treatment of dredged slurry in recent years. Despite their benefits, the dewatering process of this method remains cumbersome and time-consuming. The incorporation of floccula...
ver más
|
|
|
|
|
|
|
|
|
|
|
Carmelo Maximiliano-Cordova, Rodolfo Silva, Edgar Mendoza, Valeria Chávez, M. Luisa Martínez and Rusty A. Feagin
Coastal dune restoration projects are increasingly seen as a means of protecting the coast against storms, especially with the use of natural (plants), artificial (geotextile tube cores) and hybrid (plants and geotextile tube) elements. As geotextile tub...
ver más
|
|
|
|
|
|
|
|
|
|
|
Walid Chaabani, Mohamed Saddek Remadna and Murad Abu-Farsakh
The presence of underground voids within a failure zone usually results in a reduction in the bearing capacity of footings. This paper presents results for the ultimate bearing capacity ratio, qu/?B, of a strip footing on top of a sand layer overlying a ...
ver más
|
|
|
|
|
|
|
|
|
|
|
Boris Chubarenko, Dmitry Domnin, Franz-Georg Simon, Philipp Scholz, Vladimir Leitsin, Aleksander Tovpinets, Konstantin Karmanov and Elena Esiukova
The most massive design on the Baltic shore used geosynthetic materials, the landslide protection construction in Svetlogorsk (1300 m long, 90,000 m2 area, South-Eastern Baltic, Kaliningrad Oblast, Russian Federation) comprises the geotextile and the ero...
ver más
|
|
|
|
|
|
|
|
|
|
|
Xiaobing Tu, Hongxiang Gao, Kejie Fan, Jiahao Xu, Jianxiong Li, Chunchen Xia and Xinjie Pang
During the cofferdam construction of the toe reinforcement project at the Qiantang River Estuary, the scouring of the riverbed at the groin head often led to the collapse of geotube groins due to strong tidal currents. Based on field experience, employin...
ver más
|
|
|
|
|
|
|
|
|
|
|
Wenlong Mao, Tianwen Wang and Yiming Shu
This paper focuses on the impact of geotextile tube damage at the joints between tubes on dam structures subjected to seepage. First, a seepage-induced failure critical gradient model for damaged geotextile tubes was developed. Tests were conducted using...
ver más
|
|
|
|
|
|
|
|
|
|
|
Sara Corvaro, Carlo Lorenzoni, Alessandro Mancinelli, Francesco Marini and Stefania Rocchi
Laboratory experiments were performed in the wave flume of the Laboratorio di Idraulica e Costruzioni Marittime of the Università Politecnica delle Marche (Ancona, Italy) to study the hydrodynamic performance of coastal protection structures made of a ne...
ver más
|
|
|
|
|
|
|
|
|
|
|
Ebubekir Kaplan, Cafer Kayadelen, Mitat Öztürk, Yakup Önal, Gökhan Altay
Pág. 69 - 82
|
|
|
|
|
|
|
|
|
|
|
Alice D?Hurlaborde, Alexia Semeraro, Thomas Sterckx and Gert Van Hoey
The Belgium sandy coastline is very vulnerable to erosion; therefore, development of sustainable and nature-based coastal protection solutions is important. Enhancing the settlement of the ecosystem engineer Lanice conchilega (Pallas, 1766) which stabili...
ver más
|
|
|
|
|
|