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Annett SCHROETER, Tanja ENGELBRECHT, Reinhard H. H. NEUBERT
Frontiers of Chemical Science and Engineering 2013, Volume 7, Issue 1, Pages 29-36 doi: 10.1007/s11705-013-1302-0
Keywords: nano-structure of the stratum corneum ceramide penetration enhancer model membrane neutron diffraction
Enhanced penetration strategies for transdermal delivery
Qiaofei Pan, Yinglin Yu, Dong Chen, Genlong Jiao, Xiaowen Liu
Frontiers of Chemical Science and Engineering 2020, Volume 14, Issue 3, Pages 378-388 doi: 10.1007/s11705-019-1913-1
Keywords: transdermal delivery stratum corneum enhanced penetration therapeutics
Frontiers of Structural and Civil Engineering doi: 10.1007/s11709-023-0957-y
Keywords: composite structure piles foundation suspension bridge 1g model test finite-element analysis
Frontiers of Structural and Civil Engineering Pages 1387-1399 doi: 10.1007/s11709-023-0005-y
Keywords: EPB shield bubble–slurry soil conditioning stability permeability
Sub-layer Movement in the Large-scale Stratum
Xu Shaoxie
Strategic Study of CAE 2006, Volume 8, Issue 6, Pages 14-22
It was reported that a new find on sub-layer movement in the large-scale stratum had been observedA direct evidence of movement, synchronal movement in vertical direction, in the as large-scale stratumStratum scale can be large as up to several thousand kilometers, as in a continent dimension.
Keywords: sub-layer movement in the large-scale stratum events with strong tremble earthquake prediction
Synchronous grouting of large diameter slurry shield in water-rich sandy gravel stratum
Zhang Changqiang,Zhai Zhiguo,Chen Mingjuan,Jin Zhongxiang
Strategic Study of CAE 2010, Volume 12, Issue 12, Pages 75-78
Keywords: sandy gravel stratum slurry shield synchronous grouting construction technology
Tang Guorong,Liu Zhaowei,Li Jianhua
Strategic Study of CAE 2010, Volume 12, Issue 12, Pages 98-102
Keywords: sandy gravel stratum large section CRD method hole pile tunnel construction
Deng Hengyi,Xu Xueying,Chen Mingjuan
Strategic Study of CAE 2010, Volume 12, Issue 12, Pages 79-82
Aiming to the slurry shield construction of underground diameter project from Beijing railway station to Beijing railway west station, the optimum slurry ratio in the condition of sandy gravel was proposed through the proportional tests, which improved the forming quality and velocity of the slurry and ensuring the environmental requirements. It can supply some experience to the similar projects.
Keywords: slurry shield sandy gravel stratum proportion of slurry
Study on construction technique of large section sub-sea tunnel crossing the weak stratum
Huang Mingli,Lu Wei,Xu Hengguo,Tan Zhongsheng
Strategic Study of CAE 2009, Volume 11, Issue 7, Pages 35-38
Keywords: Xiamen Xiang’an sub-sea tunnel weak stratum construction technique
Cheng Mingliang,He Feng,Lv Chuantian
Strategic Study of CAE 2010, Volume 12, Issue 12, Pages 46-50
Keywords: slurry shield sandy gravel stratum water-rich layer tools repair with high pressure welding
Modeling technology digital geologic stratum body in the proportion of pinch in 3D GIS
Dong Zhi
Strategic Study of CAE 2010, Volume 12, Issue 2, Pages 76-82
Keywords: three-dimensional digital geologic model virtual borehole multi-proportion of pinch automatical modeling decomposition of triangular itself
Research and application on separation technology of slurry and water under sandy-gravel stratum
Wang Guangyu,Sun Shanhui,Su Qinggui
Strategic Study of CAE 2010, Volume 12, Issue 12, Pages 41-45
This paper gives a summary on application technology of slurry and water separation in condition of sandy-gravels layers in city's busiest street on base of underground diameter project from Beijing railway station to Beijing railway west station,with the hope of providing reference to the future similar project.
Keywords: slurry tunnel machine separation of slurry and water filter-press
Zhao Baohua,Hu Xibo,Zhang Bing,Li Wenjun
Strategic Study of CAE 2010, Volume 12, Issue 12, Pages 94-97
Beijing underground diameter project is located in the water-rich sandy gravel formation, which is through many structures .Through the analysis of actual monitoring results,the law of tunneling parameters to surface subsidence and deformation law of important buildings around were summarized. Deformation control was successful compared with similar projects.
Keywords: water-rich sandy gravel large diameter slurry shield settlement law
Title Author Date Type Operation
Influence of short chain ceramides and lipophilic penetration enhancers on the nano-structure of stratumcorneum model membranes studied using neutron diffraction
Annett SCHROETER, Tanja ENGELBRECHT, Reinhard H. H. NEUBERT
Journal Article
Enhanced penetration strategies for transdermal delivery
Qiaofei Pan, Yinglin Yu, Dong Chen, Genlong Jiao, Xiaowen Liu
Journal Article
piles in the pile-caisson composite structure under eccentric inclined loading considering different stratum
Journal Article
Experimental study on the stratum applicability and mechanisms of bubble–slurry for earth pressure balance
Journal Article
Synchronous grouting of large diameter slurry shield in water-rich sandy gravel stratum
Zhang Changqiang,Zhai Zhiguo,Chen Mingjuan,Jin Zhongxiang
Journal Article
on shallow tunneling construction method of large section tunnel under the water-rich sandy gravel stratum
Tang Guorong,Liu Zhaowei,Li Jianhua
Journal Article
Research and application of construction slurry of shield tunnel under water-rich sandy gravel stratum
Deng Hengyi,Xu Xueying,Chen Mingjuan
Journal Article
Study on construction technique of large section sub-sea tunnel crossing the weak stratum
Huang Mingli,Lu Wei,Xu Hengguo,Tan Zhongsheng
Journal Article
repairing and welding techniques with high pressure of slurry shield under deep water-rich sandy gravel stratum
Cheng Mingliang,He Feng,Lv Chuantian
Journal Article
Modeling technology digital geologic stratum body in the proportion of pinch in 3D GIS
Dong Zhi
Journal Article
Research and application on separation technology of slurry and water under sandy-gravel stratum
Wang Guangyu,Sun Shanhui,Su Qinggui
Journal Article