Results 11 to 20 of about 1,729,056 (244)

Benchmark of experimental techniques for measuring and controlling suction [PDF]

, 2011
The paper presents a benchmarking study carried out within the MUSE network aimed at comparing different techniques for measurement and control of suction.
Gomez, Rodrigo, El Mountassir G., El Mountassir, Grainne, Gómez Bonilla, Rodrigo Andrés, Tombolato S., Mancuso, C., Muñoz, Juan J., Munoz, J., Gennaro, V. de, S. WHEELER, A. TARANTINO, C. MANCUSO, Wheeler, S. J., Romero, E., Pereira, J.M., Augarde, C., Gallipoli, Dominico, Pereira, J.-M., E. ROMERO, Raveendiraraj, A, Toll, D.G., Pereira J. M., Tarantino, Alessandro, Mancuso C., C.E. AUGARDE, Gomez, R., Pereira J. -M., Wheeler, Simon, J.-M. PEREIRA, S. TOMBOLATO, G Toll, David, El Moutassir, G., Gomez R., D.G. TOLL, Pereira, J. M., Rojas, J. C., De Gennaro V., Munoz J. J., Peron, H, Laloui, Lyesse, Mancuso, Claudio, H. PERON, Raveendiraraj A., de Gennaro, Vincenzo, De Gennaro, V., J.C. ROJAS, Peron, H., Rojas Arias, Juan Carlos, Augarde C., L. LALOUI, Romero, Enrique, McCloskey, G., Pereira, Jean-Michel, Péron, Hervé, Augarde, C.E., J.J. MUNOZ, A. RAVEENDIRARAJ, El Mountassir, G., Wheeler S., Pereira, J-M., Toll, D. G., Tombolato, S., Augarde C. E., Laloui, L., Tarantino A., Tarantino, A., Gallipoli D., Toll D., Pisoni, J., Laloui L., Romero Morales, Enrique Edgar, E Augarde, Charles, Romero E., Peron H., V. DE GENNARO, Gallipoli, D., J Wheeler, Simon, D. GALLIPOLI, Muñoz, Juan Jorge, Pisoni G., Rojas Vidovic, J.C., C Rojas, Juan, Augarde, C. E., Rojas, J.C., Toll D. G., Wheeler, S., Gallipoli, Domenico, Raveendiraraj, A., G. PISONI, R. GOMEZ, Tarantino, A, Rojas J. C., Pisoni, G., Péron, Hevré, G. El Mountassir   +94 more
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Yielding of unsaturated soil. [PDF]

, 1994
Considerable efforts have been made in recent years to develop a better understanding of the mechanical behaviour of unsaturated soils in terms of elastoplastic critical state constitutive models.
Zakaria, Ideris
core   +5 more sources

Soil conditions and bounds to suction during the installation of caisson foundations in sand [PDF]

, 2014
Suction installation of caisson foundations is widely adopted in the oil offshore industry. When such foundations are installed in sand, seepage conditions are known to play a pivotal role in the installation process.
Alani, Amir M., Alani, Amir, Mehravar, Moura; id_orcid, Mehravar, Moura, Harireche, Ouahid   +4 more
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Study on erosion and stability of the ecological slope

Frontiers in Earth Science, 2023
Rainfall is the main influencing factor causing slope erosion, landslide, and instability in loess; thus, it is vital to comprehend the process of rainfall erosion on various slope surfaces and water penetration inside the slope. In this paper, the loess
Hu Tao, Shao-Wei Lei, Li Gong, Xi Shi, Meng-Meng Zhang, Guo-Qiang Yang   +5 more
doaj   +1 more source

Analysis of Distribution Model of Matric Suction of Land Subsidence Caused by Foundation Pit Dewatering

Engineering Transactions, 2015
By the soil matrix suction distribution under one-dimensional steady-state flow, soil permeability coefficient ks, infiltration intensity q and initial groundwater table factors that influence the matric suction of unsaturated soil were analyzed in this ...
Donglin WANG
doaj   +1 more source

Influence of Rainfall Conditions on Stability of Slope Reinforced by Polymer Anti-slide Pile

Frontiers in Earth Science, 2021
Traditional reinforced concrete piles have high strength and low cost in slope engineering, but the slow forming and long maintenance period make it difficult to meet the needs of emergency and disaster relief tasks, such as landslides caused by rainfall.
Yuke Wang, Yuke Wang, Yuke Wang, Musen Han, Musen Han, Musen Han, Xiaoying Lin, Dongbiao Li, Hongliang Yu, Lei Zhu   +9 more
doaj   +1 more source

Experimental Study on Microstructure of Unsaturated Expansive Soil Improved by MICP Method

Applied Sciences, 2021
The soil water characteristic curve and microstructure evolution of unsaturated expansive soil improved by microorganisms in Nanning, Guangxi were studied by means of filter paper method and scanning electron microscope imaging (SEM). Based on Fredlung &
Xinpei Yu, Hongbin Xiao, Zhenyu Li, Junfeng Qian, Shenping Luo, Huanyu Su   +5 more
doaj   +1 more source

Evaluation of time response of GMS for soil suction measurement [PDF]

MATEC Web of Conferences, 2021
The Granular Matrix Sensor (GMS) is an indirect method for soil suction measurement. Since GMS is comparatively inexpensive, robust and usually provide continuous soil suction data, it is a natural candidate for civil engineering practice. The sensor has
Vettorello Danilo L., Marinho Fernando A. M.   +1 more
doaj   +1 more source

Curve of soil matric suction versus time.

, 2021
(a) Time history curve of soil matrix suction at the top of slope. (b) Time history curve of soil matrix suction in the middle of slope. (c) Time history curve of soil matrix suction at the bottom of slope.
Hong Zhang (25820), Can Wu (831684), Kun Chen (131048), Bang Zhang (11450386)   +3 more
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Study on the effect of dry-wet cycle on the dam slope stability [PDF]

MATEC Web of Conferences, 2019
During the dry-wet cycle, the soil cracks and matrix suction change a lot, at this same time, the overall slope stability should be paid attention to.
Ye Wei, Ma Fu Heng
doaj   +1 more source