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| 1 | Note on the deformational behavior and permeability of crushed granite 显示文摘 | Zoback Mark D Byerlee James D | 1976 | International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts1976，13，10： | 1 |
| 2 | CO2 storage and en- hanced coalbed methane recovery: reservoir characterization and fluid flow simulations of the Big George coal, Powder River Basin, Wyoming, USA 显示文摘 | Hannah E Ross Paul Hagin Mark D Zoback | 2009 | International Journal of Greenhouse Gas Con- trol2009，3，6： | 1 |
| 3 | Addressing the Environmental Risks from Shale Gas Development 显示文摘 | Mark Zoback Saya Kitasei Brad Copithorn | 2010 | World Watch Institute2010，，7： | 1 |
| 4 | Injection-induced earthquakes and crustal stress at 9 km depth at the KTB deep drilling site, Germany显示文摘 | ZOBACK MARK D HARJES HANS PETER | 1997 | Journal of geophysical research1997，102，18： | 1 |
| 5 | Laboratory Measurements of Matrix Permeability and Slippage Enhanced Permeability in Gas Shales显示文摘 | Rob Heller Mark Zoback | 2013 | SPE 168856/URTe C 15826592013，，： | 1 |
| 6 | Addressing the Environmental Risks from Shale Gas Development 显示文摘 | Mark Zoback Saya Kitasei Brad Copithorn | | World Watch Institute0，2010，： | 1 |
| 7 | Stress, pore pressure, and dynamically constrained hydrocarbon columns in the South Eugene Island 330 field, Northern Gulf of Mexico 显示文摘 | Thomas Finkbeiner Mark Zoback Peter Flemings | | AAPG Bulletin0，85，6： | 1 |
| 8 | 利用斜井钻孔破裂观测值约束深井和深矿中的全应力张量——在两个复杂实例中的应用显示文摘经过15年时间我们发展出一套技术,即利用钻孔井壁的非致命性破裂,包括压性破裂、钻探诱发的张性破裂以及与切穿井孔断层的滑动有关的应力扰动观测值,来确定任意向井和钻孔中的全应力张量。这些技术已延伸应用到石油工业中,也应用到矿山开采的钻孔岩芯取样中,以取得开采区周围应力集中影响的区域内外的应力状态。条件允许时,可用水压致裂法估计最小主应力值,但不能估计最大水平主应力值。作者在文中先回顾了这套方法的概念,然后对两个复杂实例进行了研究。第1个实例涉及到圣安德烈斯断层深部观测站(San Andreas Fault Observatory at Depth,SAFOD)计划第1阶段钻探应力状态的确定,SAFOD计划是一个钻穿加州中部圣安德烈斯断层的科学钻井计划。第2个实例涉及到确定南非一个极深矿周围的地壳应力状态。这些研究表明,在相当大的深度范围内,斜井钻孔破裂观测值与应力大小和方向是一致的。 | Zoback Mark D Paul Pijush Lucier Amie 骆佳骥(译) 田家勇(校) | 2011 | 国际地震动态2011，，1： | 1 |
| 9 | Empirical relations between rock strength and physical properties in sedimentary rocks显示文摘 | Chandong Chang Mark D. Zoback Abbas Khaksar | 2006 | Journal of Petroleum Science and Engineering2006，，3： | 1 |
| 10 | hnpact of glacially induced stress changes on fault-seal integrity offshore Norway 显示文摘 | Balz Grollimund Mark D Zoback | 2003 | AAPG Bulletin2003，87，3： | 1 |
| 11 | Permeability,underpressures, and convection in the oceanic crust near the Costa Rica Rift, Eastern Equatorial Pacific显示文摘 | Rogen N Anderson Mark D Zoback | 1982 | Journal of Geophysical Research1982，87，4： | 1 |
| 12 | Fault reactivation and fluid flow along a preciously dormant normal fault in the northern North Sea显示文摘 | David Wiprut Mark D Zoback | 2000 | Geology2000，28，7： | 1 |
| 13 | Stress,pore pressure,and dynamically constrained hydrocarbon columns in the South Eugene Island 330 field,northernGulf Mexico显示文摘 | Mark Zoback Peter Flemings | 2001 | AAPG Bulletin2001，85，6： | 1 |
| 14 | 转换—正断拉张作用和不对称盆地:另一种拉分盆地模式显示文摘大陆转换断层常常伴生—些较小型的拉分盆地。但是,常常发育于转换断层附近的大型盆地,并不符合拉分模式,沿死海裂谷和El Pilar断层伴生的几个盆地的构造证明了这种观点,这些盆地极不对称,其一侧边界基本上沿着线状转换断层,另—侧则是—条近平行的正断层,表明走滑运动和转换—正断层拉张作用是同时发生的。这种现象不符合经典的断层理论,其原因可能是沿离散板块边缘转换断层比附近地壳软弱得多。分析发育于相对较硬的地壳内一条软弱转换断层附近的水平主应力方向表明,聚敛和离散板块运动分别造成了与断裂近垂直的挤压和拉张为特征的应力场。沿圣安德烈斯、死海以及El Pilar转换系统的构造样式表明,沿转换断层走向这两种应力状态可随时间发生预期的变化。 | Zvi Ben-Avraham Mark D Zoback 黄子齐 李庆华 | 1993 | 地质科技情报1993，12，2： | 0 |
| 15 | Determination of the crustal friction and state of stress in deep boreholes using hydrologic indicators显示文摘We apply binary logistic regression to correlate fracture shear-slip criticality to hydraulic conductivity using data from four deep scientific boreholes in fractured crystalline rocks.In each borehole,an optimized decision boundary is obtained by maximizing the joint probability of classifying all fractures in consideration as critical or not.All four cases feature an optimized decision boundary close to the empirical rock friction(μ=0.6),corroborating the applicability of laboratory-derived friction coefficients to faults in situ.Utilizing this statistical technique,we demonstrate that one can determine the in situ stress orientation and relative magnitude based only on whether fractures of varied orientations are hydraulically conductive,or not.The stress inversion results are consistent with independent stress measurements in each of the four case studies. | Shihuai Zhang Xiaodong Ma Mark Zoback | 2023 | Rock Mechanics Bulletin2023，2，1： | 0 |
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