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    Behavior of a Structured Piled Beam–Slab Foundation for a Wind Turbine under Multidirectional Loads in Sand 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 003:;page 04020267
    Author(s): Jiangu Qian; Linlong Mu; Yanjun Zhang; Yiming Zhang
    Publisher: ASCE
    Abstract: With wind farm development, a new type of foundation, the piled beam–slab foundation, was invented to support wind turbines on land. Although this foundation enables a lower-cost investment, its structure is complex. Wind ...
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    Hybrid Approach for Rigid Piled-Raft Foundations Subjected to Coupled Loads in Layered Soils 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 005
    Author(s): Linlong Mu; Qingsheng Chen; Maosong Huang; Sudip Basack
    Publisher: American Society of Civil Engineers
    Abstract: This paper proposes an efficient hybrid approach for analysis of the responses of piled-raft foundations subjected to coupled loads (combination of vertical loads, horizontal loads, and moments) in layered soils. The ...
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    Hybrid Method for Predicting the Response of a Pile-Raft Foundation to Adjacent Braced Excavation 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 004
    Author(s): Linlong Mu; Wei Chen; Maosong Huang; Qi Lu
    Publisher: ASCE
    Abstract: With the increasing development of underground spaces in cities, a critical indicator for the design of excavation in urban areas is controlling the damage potential of adjacent buildings. Unfortunately, the design of ...
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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