Results 111 to 120 of about 15,635,642 (352)
Deep Underground Science and Engineering, EarlyView.An analytical framework delivers a closed‐form stress solution for lined compressed air energy storage chambers, enabling the determination of the minimum safe burial depth. The solution quantitatively evaluates lining support effectiveness, offering a reliable tool for chamber design and optimization.
Zeyuan Sun +3 more
wiley +1 more source
A Device for Triaxial Compression Test of Sand
Soils and Foundations, 1960 SYNOPSIS In this paper a special device for triaxial compression test of sandy specimen is introduced which serves to maintain the proper shape of specimen before sufficient lateral pressure is applied thereto.
openaire +2 more sources
, 2015 El manual de funcionamiento del Triaxial automático es una guía con la cual el usuario obtendrá instrucciones claras y procedimientos precisos para la correcta operación este equipo con el cual cuenta el laboratorio de suelos de la Universidad Militar ...
Ramos Moreno, Alex Fabián
core
Deep Underground Science and Engineering, EarlyView.B1 is bord width 1, B2 is bord width 2, L is the pillar length, W is the pillar width, red color and letter A represent the pillars, and white color and number 1 represent excavated areas. Pstress is the average pillar stress; σv is the vertical component of the virgin stress, MPa; and e is the areal extraction ratio. e = B o B o + B P ${\rm{e}}=\frac{{
Tawanda Zvarivadza +4 more
wiley +1 more source
Creep Characteristics of Reconstituted Silty Clay under Different Pre-Loading Path Histories
BuildingsDue to the long-term deformation settlement of foundations, issues such as damage and functional failure of buildings and structures have long been a concern in the engineering field.
Bin Xiao, Peijiao Zhou, Shuchong Wu
doaj +1 more source
The engineering behaviour of the tropical clay soils of Dhaka, Bangladesh [PDF]
, 2001 This research has evaluated the engineering behaviour of the tropical clay soils of Dhaka, Bangladesh. Attempts have been made to show the relationship of mineralogy and fabric with engineering properties.
Hossain, A T M. Shakhawat
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Deep Underground Science and Engineering, EarlyView.Through shear–tensile creep tests and viscoelastic modeling, the fracture evolution of thick soft protective layers is clarified. Results show thickness‐dependent rheological failure modes that govern four types of roof water inrush, providing a mechanism‐based framework for hazard prediction and control. Abstract In the Jurassic coal‐bearing strata of
Mengnan Liu +4 more
wiley +1 more source
The Triaxial Test of Polypropylene Fiber Reinforced Fly Ash Soil. [PDF]
Materials (Basel), 2022 Li L +5 more
europepmc +1 more source
A computer-controlled triaxial swelling test apparatus
, 2004 To avoid the problems encountered during and after the construction of engineering structures built within swelling rocks or soils, data related to swelling stresses and strains should be used in the design stage. For an effective design, it is important
Müftüoǧlu,Y.V., Sari,D., Bilir,M.E.
core
Made-to-measure dynamical particle models of elliptical galaxies [PDF]
, 2007 NMAGIC modelling: Syer and Tremaine (1996) proposed a made-to-measure (M2M) algorithmto construct N-particle systems from observational data and used it to generate a triaxial model from density observables.
De Lorenzi, F., De Lorenzi, Flavio
core +1 more source