Results 161 to 170 of about 104,221 (302)

Direct determination of rare earth elements in atmospheric precipitation using a membrane desolvation ICP-MS/MS with N₂O as the reaction gas. [PDF]

RSC Adv
Zhang JY, Liu WJ, Liu D, Wu GL, Xu ZF.
europepmc   +1 more source

STANDING COMMITTEE ON GEOLOGY AND GEOPHYSICS [PDF]

, 1963
Gordon A. MacDonald
openalex   +1 more source

Microscopic time‐dependent mechanical behavior of shale derived from nanoindentation

Deep Underground Science and Engineering, EarlyView.
This study conducted grid nanoindentation creep tests to systematically analyze the microscopic creep behaviors of shale. Based on the analysis of creep strain rate sensitivity, the primary mechanism of microscopic creep in shale was found to be the extension and closure of microcracks.
Cunbao Li, Shilei Zhong, Heping Xie, Changtai Zhou, Jianjun Hu   +4 more
wiley   +1 more source

Seismic traveltime inversion with quantum annealing. [PDF]

Sci Rep
Nguyen HA, Tura A.
europepmc   +1 more source

Geophysics and Physics at the Massachusetts Institute of Technology: Prof. R. Hide [PDF]

, 1962

openalex   +1 more source

Elevated temperature effects on swelling pressure of compacted bentonite

Deep Underground Science and Engineering, EarlyView.
We present a set of new experimental investigations on the effects of elevated temperature on the swelling pressure development of compacted bentonite. This research was motivated by an emerging interest in using bentonite as a plug material in oil and gas well abandonment.
Linhua He, Majid Sedighi, Mojgan Hadi Mosleh, Andrey Jivkov, Jiangfeng Liu   +4 more
wiley   +1 more source

South Pole-Aitken massive impact 4.25 billion years ago revealed by Chang'e-6 samples. [PDF]

Natl Sci Rev
Su B, Chen Y, Wang Z, Zhang D, Chen H, Gou S, Yue Z, Liu Y, Yuan J, Tang G, Guo S, Li Q, Lin YT, Li XH, Wu FY.   +14 more
europepmc   +1 more source

Form and load transfer aspects of foundation systems: Case‐based implementation and adaptation for buildings

Deep Underground Science and Engineering, EarlyView.
Upon conceptualization of structural behavior, foundations in terms of their form are divided into linear (1D), planar (2D), and volumetric (3D). Regarding the load transfer mechanisms, linear foundation systems are considered vector‐acting, planar foundations are divided into section and surface‐acting, and volumetric ones are recognized as block ...
Abolfazl Eslami, Amirhossein Ebrahimipour, Meysam Imani, Reza Imam, Pinqiang Mo   +4 more
wiley   +1 more source

Author Correction: 3D structure and dynamics of Campi Flegrei enhance multi-hazard assessment. [PDF]

Nat Commun
De Landro G, Vanorio T, Muzellec T, Russo G, Lomax A, Virieux J, Zollo A.   +6 more
europepmc   +1 more source

Geophysics and the Igy. Proceedings of the Symposium at the Opening of the International Geophysical Year. Edited by H. Odishaw and S. Ruttenberg

, 1958
Svenn Orvig
openalex   +2 more sources