排序方式： 共有17条查询结果，搜索用时 15 毫秒
1.
Mokhtar Dadouch Moulay Smaïne Ghembaza Nour-Said Ikhlef 《Arabian Journal of Geosciences》2015,8(7):4329-4336
The addition of the agent of treatment allows to obtain a better traficability and improves the capacity of the soil to compaction while assuring a correct implementation. Besides, the binder provides to the soil a direct, maintained, or increasing lift at the same time. The choice of the agent of treatment and its dosage is determined by the type of soil, its moisture content at the time of the treatment, and by the aimed characteristics. The technique of treatment of soil in place in the hydraulic binders consists in valuing the natural soil (existing at the site of construction) by mixing them with a hydraulic binder and some water. It allows to avoid the transport and implies their stabilization in very interesting costs before the implementation of the superficial layers. In this context, this paper presents the results of the shear strength parameters of a study in laboratory with the aim of using the fine soil, in particular an Algerian western resulting silt, after a treatment with the cement by dry mixing method. Our goal is to realize pavement structures (base layer and subgrade layer) with this material. This type of treatment requires to know well the material which we wish to treat. A geotechnical complete characterization before treatment is approached on samples compacted in different water content, followed by the study of the influence of the addition of 2, 4, and 6 % cement on the characteristics of portance and of strength to shearing. Shear test was performed after curing the samples for 24 h to evaluate the shear strength parameters. The obtained results highlight a clearly better and marked improvement of the characteristics such as the lift and the strength to shearing. 相似文献
2.
3.
Tomasz Hueckel Boleslaw Mielniczuk Moulay S. El Youssoufi Liang B. Hu Lyesse Laloui 《Acta Geophysica》2014,62(5):1049-1059
Cracking is a most unwanted development in soil structures undergoing periodic drying and wetting. Desiccation cracks arise in an apparent absence of external forces. Hence, either an internal, self-equilibrated stress pattern resulting from kinematic incompatibilities, or a stress resulting from reaction forces at the constraints appear as a cracking cause, when reaching tensile strength. At a meso-scale, tubular drying pores are considered in the vicinity of a random imperfection, inducing a stress concentration in the presence of significant pore suction. This approach allows one to use the effective stress analysis, which otherwise, away from the stress concentration, usually yields compressive effective stress and hence a physically incompatible criterion for a tensile crack. Recent experiments on idealized configurations of clusters of grains provide geometrical data suggesting that an imperfection as a result of air entry deep into the granular medium penetrates over 4 to 8 internal radii of a typical pore could yield a tensile effective stress sufficient for crack propagation. 相似文献
4.
SADIKI Moulay Lhassan EL MANSOURI Bouabid BENSEDDIK Badr CHAO Jamal KILI Malika EL MEZOUARY Lhoussaine 《地下水科学与工程》2014,7(3):224-236
In arid and semi-arid zones, water is the most vulnerable resource to climate change. In fact, various techniques such as artificial recharge are adopted to restore aquifers and to ensure aquifer sustainability in relation to the accelerated pace of exploitation. Morocco is a Mediterranean country highly vulnerable to climate change, many of its main aquifers are subjected to excessive drawdowns. This technique is practiced to increase potentiality of these aquifers. In the Northwestern area of Morocco, the significant development experienced by Tangier City in the industrial, tourism, and commercial sectors will lead to increased water requirements-up to 5 067 L/s (159.8 mm3) by 2030. However, the Charf El Akab aquifer system, subject to artificial recharge, is the only groundwater resource of Tangier region; hence, a rational management context is needed to ensure aquifer sustainability, and optimized exploitation under the background of differing constraints, such as increased water requirements, and climate change impacts. This work aims to respond, for the first time, to the Charf El Akab aquifer overexploitation problem, and to evaluate the future scenarios of its exploitation in the event of failure of one of the superficial resources. This work also presents a synthesized hydrodynamic modeling based on the results of the numerical simulations carried out using Feflow software for 2004 (date of cessation of injections) and 2011 (date of resumption of these facilities), making it possible to evaluate the impact of the artificial recharge on the piezometric level of the aquifer on a spatiotemporal scale. Finally, the exploitation scenarios have shown that the aquifer of Charf El Akab will not adequatly provide for the region's water requirements on the future horizon, entailing an optimal management of water resources in the region and an intentionally increased recharge rate. 相似文献
5.
6.
Monsif Moulay Youssef Liu Jinyuan Gurpersaud Naresh 《Geotechnical and Geological Engineering》2021,39(7):4963-4981
Geotechnical and Geological Engineering - This research investigated the strength development and the microstructural change in Champlain Sea clay when treated with five different cement-based... 相似文献
7.
Moulay?Sma?ne?GhembazaEmail author Said?Ta?bi Jean?Marie?Fleureau 《Arabian Journal of Geosciences》2015,8(6):3365-3380
The study of the temperature effects on the behaviour of saturated and unsaturated soils on triaxial paths requires the development of a new triaxial experimental device of 3.5 MPa of confining pressure and equipped with a heating collar-controlled temperature. In addition to this case of the unsaturated soils, a special pedestal is developed, so as to impose suctions up to 9 MPa using an osmotic solution of polyethylene glycol (PEG) 6000 through a permeable semi-membrane. Measurements of the degree of saturation and the variation of volume during tests induce various problems, primarily related to the thermal dilation of the osmotic solution and the cell-water system. These problems have been solved by carrying out a preliminary calibration. The applicability of this new apparatus concerns environmental geotechnics and geological engineering such as the design and behaviour of engineered barriers as well as the behaviour of the receiving layers of storage sites like radioactive waste. 相似文献
8.
9.
The giant Imiter silver deposit: Neoproterozoic epithermal mineralization in the Anti-Atlas, Morocco
Alain Cheilletz Gilles Levresse Dominique Gasquet Moulay Azizi-Samir Rachid Zyadi Douglas A. Archibald Edward Farrar 《Mineralium Deposita》2002,37(8):772-781
The world-class Imiter silver deposit, in the Anti-Atlas Mountains of Morocco, is a Neoproterozoic epithermal vein deposit genetically associated with a felsic volcanic event, and formed within a regional extensional tectonic regime. Rhyolitic volcanism related to ore formation has been dated at 550Dž Ma by ion-probe U/Pb on zircons. The economic silver mineralization is superimposed on an older, discrete base-metal assemblage associated with calc-alkaline granodioritic magmatism. The magmatism is dated at 572LJ Ma by ion-probe U/Pb dating on zircons, and by 40Ar/39Ar dating on hydrothermal muscovites. In the Anti-Atlas Mountains, the Precambrian-Cambrian transition appears as an important period for the formation of major, productive precious-metal deposits associated with volcanic events and extensional tectonics. The Imiter silver deposit constitutes a Precambrian analogue to modern epithermal deposits. 相似文献
10.