Results 81 to 90 of about 480,787 (125)
[Clinical characteristics and classification of deep branch of ulnar nerve injury]. [PDF]
Zhongguo Xiu Fu Chong Jian Wai Ke Za ZhiYang Y +8 more
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Renmin Zhujiang以贵州省都柳江温寨航电枢纽工程右岸船闸边坡为研究对象，分析其变形特征与滑坡成因机理，为滑坡治理设计与工程安全提供依据。通过专项勘察，结合地质条件与工程活动，系统分析了边坡变形特征，并采用数值模拟方法对滑坡活动过程进行反演。研究表明，该边坡在桩号下0+110-下0+300段发生了一处规模达7.44万m³的牵引式滑坡，工程开挖是导致边坡失稳、引发滑坡的主导因素，而降雨是加剧变形的重要诱发因素，数值模拟结果有效地再现了滑坡过程，进一步佐证了上述成因机制。明确了滑坡的主控与诱发因素 ...
黄忠春, 王刚, 刘晓光
doaj
[A Review of Archaeological Studies on Dento-maxillofacial Deformities]. [PDF]
Sichuan Da Xue Xue Bao Yi Xue BanLuo G, Deng D, Zhou J, Zhou C.
europepmc +1 more source
[Guidelines for the Diagnosis and Treatment of Ulnar Impaction Syndrome (2024)]. [PDF]
Zhongguo Xiu Fu Chong Jian Wai Ke Za ZhiAsian Pacific Wrist Association Specialist Guideline Group On Diagnosis And Treatment Of Ulnar Impaction Syndrome.
europepmc +1 more source
[Research progress of tibial tunnel positioning techniques in posterior cruciate ligament reconstruction]. [PDF]
Zhongguo Xiu Fu Chong Jian Wai Ke Za ZhiLi R, Liao Y, Guo F, Chen Q, Li S, He C.
europepmc +1 more source
, 2005 本发明公开了一种边坡加固排桩设计方法，该方法利用土体成拱原理，将抗滑排桩按V形布置，V形开口方向面向滑坡体。本发明排桩设计方法与现有采用同样投影面积的桩相比，抗滑力可提高13%左右。采用该布置方法设计排桩，可使坡体内形成许多局部的拱形，即使土体有局部的变形，也会越压越密，从而局部稳定性得到加强 ...
尚晓江, 张均锋, 丁桦, 邱峰
core
[Archeological Research on Third Molar Degeneration]. [PDF]
Sichuan Da Xue Xue Bao Yi Xue BanHuang H, Zhou J, Zhou X.
europepmc +1 more source
[Safety of blinatumomab combined with dasatinib in the treatment of pediatric Philadelphia chromosome-positive acute lymphoblastic leukemia]. [PDF]
Zhongguo Dang Dai Er Ke Za ZhiZheng FY +5 more
europepmc +1 more source
[Application of a standardized rehabilitation process in correction of adult clubfoot with Ilizarov technique]. [PDF]
Zhongguo Xiu Fu Chong Jian Wai Ke Za ZhiLiu L, Qin S, Shi L.
europepmc +1 more source