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Abbasian-Hosseini, S A, Hsiang, S M, Leming, M L and Liu, M (2014) From Social Network to Data Envelopment Analysis: Identifying Benchmarks at the Site Management Level. Journal of Construction Engineering and Management, 140(08).

Arambula, E and Gharaibeh, N (2014) Methods for Accumulating Construction and Material Quality Test Results and Their Effect on Acceptance Decisions. Journal of Construction Engineering and Management, 140(08).

Hanna, A S, Lotfallah, W, Aoun, D G and Asmar, M E (2014) Mathematical Formulation of the Project Quarterback Rating: New Framework to Assess Construction Project Performance. Journal of Construction Engineering and Management, 140(08).

Kim, T W and Fischer, M (2014) Ontology for Representing Building Users’ Activities in Space-Use Analysis. Journal of Construction Engineering and Management, 140(08).

Lau, S, Lu, M and Poon, C (2014) Formalized Approach to Discretize a Continuous Plant in Construction Simulations. Journal of Construction Engineering and Management, 140(08).

Mello Saraiva Caldeira, L M and Brito, A (2014) Use of Soil-Rock Mixtures in Dam Construction. Journal of Construction Engineering and Management, 140(08).

  • Type: Journal Article
  • Keywords: Soils; Rocks; Mixtures; Construction; Dams; Soil-rock mixtures; Construction control; Compaction; Weathered schist; Dam performance; Construction materials and methods;
  • ISBN/ISSN: 0733-9364
  • URL: https://doi.org/10.1061/(ASCE)CO.1943-7862.0000864
  • Abstract:
    The employment of nontraditional materials such as soil-rock mixtures, for economic and environmental reasons, in the construction of earthworks poses some new challenges for compaction techniques and their control, and for the determination of the embankment characteristics that result from the compaction method. Those characteristics experience important changes according to the relative percentages of the existing fractions. Usually, this kind of material results from bulky rock extraction without explosives, and it can include some large-size particles (greater than 0.5 m). In addition, the measured deformations associated with these materials have been larger than expected. For the execution control of the soil-rock mixtures from the Odelouca dam borrow areas, a series of vibratory and standard compaction tests was performed to estimate reference values for the maximum dry density and optimum water content of these materials, and a new methodology was proposed. The Odelouca dam is a zoned embankment dam, 76-m high, with clayey soil in the core and weathered schist with a significant fraction of oversized particles in the shells. This paper presents the results of the compaction control in addition to the dam performance during the construction and first filling phases as a validation of implemented construction procedures.

Naderpajouh, N, Mahdavi, A, Hastak, M and Aldrich, D P (2014) Modeling Social Opposition to Infrastructure Development. Journal of Construction Engineering and Management, 140(08).

Pomares, J C, Irles, R, Segovia, E and Ferrer, B (2014) Acceleration and Deflection Analysis for Class C Edge Protection Systems in Construction Work. Journal of Construction Engineering and Management, 140(08).

Sousa, V, Almeida, N M and Dias, L A (2014) Role of Statistics and Engineering Judgment in Developing Optimized Time-Cost Relationship Models. Journal of Construction Engineering and Management, 140(08).

Xia, B, Skitmore, M, Wu, P and Chen, Q (2014) How Public Owners Communicate the Sustainability Requirements of Green Design-Build Projects. Journal of Construction Engineering and Management, 140(08).

Zhao, X, Hwang, B and Low, S P (2014) Investigating Enterprise Risk Management Maturity in Construction Firms. Journal of Construction Engineering and Management, 140(08).