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| 1 | 法国里尔大学校园智能供水系统应用研究显示文摘管网渗漏是城市供水系统普遍面临的挑战。以欧洲智能供水系统示范项目(Smart Water 4Europe)——法国里尔大学校园为例,介绍了其实施的智能供水系统平台及其在渗漏检测和控制方面的应用情况,并讨论了水量平衡法(WBM)、流量分布模式比较法(CFPDM)和最小夜间流量法(MNFM)在渗漏检测方面的应用。实践表明,智能供水系统在法国里尔大学校园管网漏损控制中的应用是成功的。 | Isam Shahrour 谢雄耀 卞汉兵 Elias Farah | 2018 | 给水排水2018，44，9： | 3 |
| 2 | Laboratory Study of Geotextiles Performance on Reinforced Sandy Soil显示文摘This paper presents the results of triaxial tests conducted for the investigation of the influence of geotextiles on stress-strain and volumetric change behaviour of reinforced sandy soil. Tests were carried out on loose sandy soil. The experimental program includes drained compression tests on samples reinforced with different values of both geotextiles layers(Ng) and confining pressure(σ′c). Two methods of preparation were used: air pluviation(AP) and moist tamping(MT). Test results show that the geotextiles induce a quasi-linear increase in the stress deviator(q) and volume contraction in the reinforced sand. Method of preparation significantly affects the shear strength; samples prepared by the air pluviation method and mobilized deviator stresses are significantly higher than those prepared by moist tamping method. Geotextiles restrict the dilation of reinforced sandy soil and consequently the contraction increases. The mobilized friction angle increases with increasing number of layers and decreases with increasing initial confining pressure. Samples prepared by moist tamping present mobilized friction angles significantly lower than those prepared by air pluviation method. For samples prepared by the air pluviation method, the secant modulus at ε1=1% and 5% decreases with increasing geotextile layers; those prepared by the moist tamping method, secant modulus at ε1=1% and 5% increases with increasing number of geotextile layer sand confining pressure. From 10% axial strain, secant modulus increases with increasing inclusions of geotextile layers. | Brahim Abdelkader Arab Ahmed Belkhatir Mostefa Shahrour Isam | 2016 | Journal of Earth Science2016，27，6： | 2 |
| 3 | Use of soft computing techniques for tunneling optimization of tunnel boring machines显示文摘Thanks to advances in tunnel boring machine(TBM)and monitoring,significant progress has been achieved in the application of soft computing techniques for the optimization of TBM tunneling and the reduction of disturbance related to tunneling in urban areas.Because experimental,analytical,and numerical methods have limitations in solving problems related to TBM tunneling,engineers can use soft computing techniques in analyzing the relationship between the target tunneling responses and influential design inputs parameters,including the geometrical,geological,and TBM operational factors.These techniques are useful in achieving robust and low-cost solutions.However,engineers face difficulties in making an optimal choice of the soft computing technique to solve the complex problems related to TBM tunneling.To help with this choice,this study presents state of the art about the use of soft computing techniques in TBM tunneling through practical applications.The study proposes recommendations for the optimal use of these techniques,in particular(i)the importance of preliminary analyses for the selection and reduction of input parameters,(ii)the necessity to complete insufficient data using laboratory tests and numerical modeling,(iii)the selection of reduced number of hidden layers and nodes to avoid overfitting,(iv)the use of recurrent neural networks to deal with time-series data,and(v)the association of soft computing methods with hybrid optimization techniques to reduce the risk of convergence to local minima. | Isam Shahrour Wengang Zhang | 2021 | Underground Space2021，6，3： | 2 |
| 4 | Numerical analysis of the interaction between twin-tunnels: Influence of the relative position and construction procedure显示文摘 | F. Hage Chehade I. Shahrour | 2007 | Tunnelling and Underground Space Technology incorporating Trenchless Technology Research2007，，2： | 2 |
| 5 | Numerical analysis of the interaction between twin-tuunels: Influence of the relative position and construction procedure显示文摘 | Chehade F H Shahrour I | 2008 | Tunnelling and Underground Space Technology2008，，23： | 1 |
| 6 | Three-dimensional finite element analysis of the interaction between tunneling end pile foundations显示文摘 | MROUEH H SHAHROUR I | 2002 | lnt Journal for Numerical and Analytical Methods in Geomechanics2002，26，3： | 1 |
| 7 | A simplified elastoplastic macroscopic model for the reinforced earth material 显示文摘 | Nejad Ensan M Shahrour I | 2000 | Mechanics Research Communications2000，27，1： | 1 |
| 8 | Numerical Analysis of the Interaction Between Twin-tunnels: Influence of the Relative Posi- tion and Construction Procedure显示文摘 | Chehade F H Shahrour I | 2008 | Tunnelling and Underground Space Technology2008，23，2： | 1 |
| 9 | Three-dimensional finite element analysis of the interaction between tunneling and pile foundations显示文摘 | Mroueh H Shahrour I | 2002 | Intemational Journal for Numerical and Analytical Methods in Geomechanics2002，26，： | 1 |
| 10 | An elastoplastic constitutive relation for the soil-structure interface under cyclic loading显示文摘 | SHAHROUR I REZAIE F | 1997 | Computers and Geotechnics1997，21，1： | 1 |
| 11 | Predictors of immediate postoperative outcome of single-tract per- cutaneous nephrolithotomy显示文摘 | Shahrour K Tomaszewski J Ortiz T | 2012 | Urology2012，80，1： | 1 |
| 12 | Numerical Analysis of the Interaction between Twin-Tunnels:Influence of the Relative Position and Construction Procedure显示文摘 | CHEHADE F H SHAHROUR I | | 0，，02： | 1 |
| 13 | Comparative study of rock slope stability analysis methods for hydropower projects显示文摘 | Chen Sheng-hong Qing Wei-xin Shahrour Isam | 2007 | Mechanics Research Communications2007，34，1： | 1 |
| 14 | A simplified 3D model for tunnel construction using tunnel boring machines显示文摘 | Mroueh H Shahrour I | 2008 | Tunnelling and Underground Space Technology2008，23，1： | 1 |
| 15 | Response of Piles to Inclined Uplift Loads: Influence of the Soil-pile Interface 显示文摘 | MROUEH H SHAHROUR I | 2007 | European Journal of Computational Mechanics2007，16，34： | 1 |
| 16 | An elastoplastic constitutive relation for the soil-structure interface under cyclic loading显示文摘 | SHAHROUR I REZAIE F | 1997 | Computers and Geoteehnics1997，21，1： | 1 |
| 17 | A simplified 3D model for tunnel construction using tunnel boring machines显示文摘 | MROUEH H SHAHROUR I | 2008 | Tunnelling and Underground Space Technology2008，23，1： | 1 |
| 18 | A full 3-D finite element analysis of tunneling adjacent structures interaction 显示文摘 | Mroueh H Shahrour I | 2003 | Computers and Geotechnics2003，30，： | 1 |
| 19 | Influence of micro-pile inclination on the performance of a micro-pile network显示文摘 | Sadek M Shahrour I Mroueh H | | 0，，4： | 1 |
| 20 | A theoretical study of swelling and shrinking of hydrated Wyoming montmorillonite显示文摘 | ZHENG Y ZAOUI A SHAHROUR A | 2011 | Applied Clay Science2011，51，： | 1 |
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