يعرض 1 - 10 نتائج من 53 نتيجة بحث عن '"Ly"', وقت الاستعلام: 1.05s تنقيح النتائج
  1. 1
    كتاب

    المؤلفون: Silver, K.

    العلاقة: Silver, K. (2022). Hacking the Law: Social Justice Education through Lawtech. in: Koseoglu, S., Rowell, C. and Veletsianos, G. (ed.) Critical Digital Pedagogy: Broadening Horizons, Bridging Theory and Practice Athabasca University Press.

  2. 2
    كتاب
  3. 3
    كتاب

    المؤلفون: Martin, Nemo

    المصدر: Martin , N 2023 , ' ‘colliers, negroes, demons, or whichever you fear most’: Exploring legacies of non-white race and non-cis gender in Victor Hugo’s Les Misérables, its adaptations and in fanworks ' , Ph.D. , Royal Holloway, University of London .

    الوقت: nineteenth century french literature

    وصف الملف: application/pdf

  4. 4
    كتاب

    المساهمون: Ziccarelli Maurizio, Sapienza Giovanni

    مصطلحات موضوعية: Pervious concrete, interface shear strength, shear keys effect. Pervious concrete for deep trench drains, used to stabilise slopes, must simultaneously satisfy many requirements, namely, adequate hydraulic conductiv-ity, adequate shear strength a few days after pour-ing, capacity to act as a protective filter for soils in which the drain is installed, good resistance to clog-ging and adequate residual hydraulic conductivity. The pervious concrete with appropriated mix-design can effectively satisfy all the abovementioned requirements. If the trenches depth is such that they intersect the sliding surface, and if the trenches are adequate-ly "socket" in the layers of stable soil, there is a fur-ther increase in shear strength due to the shear keys effect. This latter is in addition to the increase in shear strength resulting from the reduction of inter-stitial pressures, that remains the principal scope of the draining trenches. Obviously, the increase of shear strength due to the shear keys effect occurs if the trenches are filled with material that have enough strength and stiffness, such as the porous concrete. In this case, the beneficial effects of the draining trenches on stability are also due to the resistance at the concrete interface of the trench - soils and to the intrinsic resistance of the concrete at the area of the trench intersected by the sliding surface taken into consideration.The increase in resistance due to the shear keys effect can be very significant in relation to the thickness and interspace of the trenches. Results reported in the paper demonstrated that the interface fine grained soil-pervious concrete is higher than the residual shear strength of the soil., Settore ICAR/07 - Geotecnica

    العلاقة: info:eu-repo/semantics/altIdentifier/isbn/978-88-97517-14-6; ispartofbook:XXVII CONVEGNO NAZIONALE DI GEOTECNICA - LA GEOTECNICA PER LO SVILUPPO SOSTENIBILE DEL TERRITORIO E PER LA TUTELA DELL'AMBIENTE; XXVII CONVEGNO NAZIONALE DI GEOTECNICA - LA GEOTECNICA PER LO SVILUPPO SOSTENIBILE DEL TERRITORIO E PER LA TUTELA DELL'AMBIENTE; volume:2; firstpage:1015; lastpage:1022; numberofpages:8; http://hdl.handle.net/10447/570325Test

  5. 5
    كتاب
  6. 6
    كتاب
  7. 7
    كتاب

    المساهمون: Michele Musso, Rivoira, Matteo, Angster, Marco, Dal Negro, Silvia

    مصطلحات موضوعية: Toponomastica alpina, walser-sprache, Valle del Ly, Issime

    العلاقة: info:eu-repo/semantics/altIdentifier/isbn/978-88-97765-56-1; ispartofbook:L'espressione Linguistica dello spazio in un'area plurilingue: il paesaggio toponomastico della media Valle del Lys; firstpage:17; lastpage:24; numberofpages:8; http://hdl.handle.net/2318/1661826Test

  8. 8
    كتاب

    المؤلفون: Peters, Pam

    المساهمون: Collins, Peter

    المصدر: Peters , P 2015 , Dual adverbs in Australian English . in P Collins (ed.) , Grammatical change in English world-wide . Studies in Corpus Linguistics , vol. 67 , Amsterdam , pp. 179–204 . https://doi.org/10.1075/scl.67.08petTest

  9. 9
    كتاب

    المؤلفون: Gonçalves, Jorge M.

    المساهمون: Basañez, Luis, Camacho, Eduardo F.

    المصدر: 15th IFAC World Congress, Barcelona, Spain, July 21-26, 2002

    العلاقة: https://doi.org/10.3182/20020721-6-ES-1901.00355Test; oai:authors.library.caltech.edu:4r74g-80690; eprintid:78899; resolverid:CaltechAUTHORS:20170710-131412301

  10. 10
    كتاب

    المؤلفون: Aesop, Lynch, Tom

    المساهمون: Illustrated by Tom Lynch

    مصطلحات موضوعية: PZ8.2.A254 Ly 2000, Title Page Scanned

    العلاقة: 0670889482 (hardcover); 3626 (Access ID); http://hdl.handle.net/10504/78985Test