伪书
发表于 2025-3-28 15:47:47
Fereshteh Fatehi,Abbas Abbaszadeh Shahriknowledge is so often unsubstantiated myth and are fully aware of the reluctance of organized medicine to reject old paradigms in favor of the new, matched by an often uncritical enthusiasm for new therapies.978-90-481-6977-1978-1-4020-3840-2
态学
发表于 2025-3-28 22:32:13
Maged Al Mandalawi,Greg You,Peter Dahlhaus,Kim Dowling,Mays Sabryknowledge is so often unsubstantiated myth and are fully aware of the reluctance of organized medicine to reject old paradigms in favor of the new, matched by an often uncritical enthusiasm for new therapies.978-90-481-6977-1978-1-4020-3840-2
deforestation
发表于 2025-3-29 01:17:18
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oncologist
发表于 2025-3-29 03:32:53
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骨
发表于 2025-3-29 09:32:36
Predicting Swelling Potential and Soil-Water Retention Curves of Some Characterized Expansive Clayshnical diagnostic methods are adapted which provide basic information on the soil and its shrink swell characteristics. However, in order to better understand this phenomenon, it is crucial to investigate their swelling potential along with their water retention properties. In this study, some claye
小口啜饮
发表于 2025-3-29 13:04:47
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Notify
发表于 2025-3-29 17:34:02
Evaluation of Subgrade Resilient Modulus from Unsaturated CBR Test, unsaturated conditions, above groundwater table (GWT). Thus, to appropriately design a pavement, it is significant to consider suction matric (u. − u.). Resilient modulus (M.) is an important property that characterizes subgrade behaviour through repeated load triaxial test (RLTT), with relatively
混乱生活
发表于 2025-3-29 20:46:20
A Proposed Approach for Calculating Collapse Settlement,d deform when they are wetted with/without stress. Several researches have been published regarding their origins, descriptions, characteristics and treatment methods. However, this research aims to explore the deformation behavior of a collapsible soil at different combinations of degrees of satura
concubine
发表于 2025-3-30 03:40:50
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THROB
发表于 2025-3-30 07:56:34
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