Results 231 to 240 of about 2,087,240 (340)

Building Models and Building Modelling:Research report 2008 [PDF]

, 2008
Jørgensen, Kaj, Skauge, Jørn
core  

Semi‐analytical solution for the stability of deep vertical shaft considering time‐dependent rock‐structure interaction

Deep Underground Science and Engineering, EarlyView.
A novel cavity contraction solution and multilayer shaft wall model were developed to analyze deep shaft stability, considering rock viscosity, support structures, and water pressure, with successful validation through a Hulusu Coal Mine case study.
Bin Chen, Pinqiang Mo, Zhao Lu, Lianfei Kuang, Qiang Zhang, Abolfazl Eslami   +5 more
wiley   +1 more source

Faulting triggered by a quasi-diffusionless shear transition of olivine in deep subducted slabs. [PDF]

Sci Adv
Matsuda K, Ohuchi T, Inoué S, Higo Y, Tsujino N, Kakizawa S, Sakai T.   +6 more
europepmc   +1 more source

Thermal Exploration, Investigation of Composite Slab

International Journal of Innovations in Engineering and Science
Venu S. Firake, Tushar Koli, Kishor Mahajan, Mayur Thakur   +3 more
openaire   +1 more source

Concrete in the low carbon era:proceedings of the International Conference held at the University of Dundee, Scotland, UK on 9 - 11 July 2012 [PDF]

, 2012
Csetenyi, Laszlo J, Dyer, Thomas, Halliday, Judith E, Jones, Rod, McCarthy, Michael, Newlands, Moray D, Zheng, Li   +6 more
core   +1 more source

Strengthening urban resilience in China through underground infrastructures management: Addressing global climate challenges with technological solutions

Deep Underground Science and Engineering, EarlyView.
This paper explores how climate‐resilient technologies, such as smart grids, digital twins, and self‐healing materials, can enhance urban resilience. It highlights the urgent need for proactive planning, public‐private collaboration, and data‐driven innovation to future‐proof underground infrastructure amid accelerating climate and urban pressures ...
Kai Chen Goh, Tonni Agustiono Kurniawan, Christia Meidiana, Abdelkader Anouzla, Faissal Aziz, Imran Ali, Joan Cecilia C. Casila, M. Imran Khan, Dongdong Zhang, Meihui Jiang, Mohd Hafiz Dzarfan Othman, Md Munir Hayet Khan, Kasun Kumara Dissanayake   +12 more
wiley   +1 more source

Polyurethane Flexible Joints as an Advanced Adhesive Layer in Sustainable Prefabricated Small Bridge Structures. [PDF]

Materials (Basel)
Jasińska D, Szeptyński P, Pochopień JG, Kwiecień A.   +3 more
europepmc   +1 more source

Advancing mine pillar design: Evaluating traditional methods and integrating AI for enhanced stability of pillars in the Great Dyke, Zimbabwe

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, Hendrik Grobler, Peter Apata Olubambi, Moshood Onifade, Manoj Khandelwal   +4 more
wiley   +1 more source

Research on the Size and Distribution of TiN Inclusions in High-Titanium Steel Cast Slabs. [PDF]

Materials (Basel)
Zhang M, Li X, Guo Z, Sun Y.
europepmc   +1 more source