REHABILITATION OF MARINE TERMINAL PIERS

Author(s):  
Muangsangop Seniwongse

This paper presents practical methods and techniques for rehabilitation and strengthening marine terminal piers in the USA. These piers are waterfront structures for berthing of large cargo vessels and cruise vessels. Typically, the piers consist of timber or concrete deck supported on multiple pile bents. The piers are subjected to large impact forces from the mooring of the vessels acting at the fenders and bollards, in addition to the other normal vertical dead and live loads. Depending on the size of the vessels, the design service loads on the bollards are in the range of 100 tons to 200 tons. Other possible severe loads are from the winds and waves during the hurricanes. The piers are continuously exposed to outdoor, marine and coastal environments, which are corrosive in nature. For these reasons, all piers of 15 years or more are normally up for repair/rehabilitation. Typical deteriorations found are: cracked and spalled concrete, rust in exposed reinforcing bars, broken timber piles, timber piles with reduced cross sections, cracked concrete piles, corroded steel piles, and displaced out-of-plumb piles. The paper presents the methods for repairing the above-mentioned defects. For concrete crack and spall repair: sealing with epoxy, concrete patching and shotcrete are used. For pile repair: concrete jacketing of piles is used for splicing or strengthening of piles.

Structures ◽  
2021 ◽  
Vol 34 ◽  
pp. 4467-4485
Author(s):  
Junwei Ren ◽  
Quanbiao Xu ◽  
Gang Chen ◽  
Chengbin Liu ◽  
Shunfeng Gong ◽  
...  

2010 ◽  
Author(s):  
A. K. H. Kwan ◽  
P. L. Ng ◽  
J. Y. K. Lam ◽  
Jane W. Z. Lu ◽  
Andrew Y. T. Leung ◽  
...  

2015 ◽  
Vol 752-753 ◽  
pp. 1244-1249
Author(s):  
Atitep Srikongsri ◽  
Alonggorn Sopapun

This paper presents a case of repair practice for a concrete bridge that was classified as imminent failure condition. The bridge is slab-type with an equal span of 10 meters long. Each pier is built up of six driven concrete piles. Over 30 years, critical deterioration occurred to concrete pier columns with many severe corrosion spots on reinforcing bars. A concept of section replacement was used to develop a repair technique to remove an entire body of deteriorated materials and restore with selected new materials, was used to develop a repair method. The method involved several stages of works that included: site investigation, damage inspections; work area preparation and installation of temporary structure; material replacement; and work completion. The lesson learned from repair practice suggests the number of key success factors to complete the task safely and cost effectively in a timely way.


2021 ◽  
Vol 6 (2) ◽  
pp. 29
Author(s):  
Abdelhay El Omari ◽  
Mimoun Chourak ◽  
El Mehdi Echebba ◽  
Seif-Eddine Cherif ◽  
Carlos Navarro Ugena ◽  
...  

The last seismic events showed that tunnel lining may suffer extensive damage. Employing numerical modeling has a great importance in predicting the seismic performance of tunnels. This paper tests the tunnel lining of the Zaouit Ait Mellal (ZAM) twin tunnels located between the cities of Marrakesh and Agadir in Morocco. Dynamic analysis was adopted by FLAC 2D software using the finite-difference elements. Four soil cross-sections were chosen, with different support devices installed along the twin tunnels, such as rock bolts and steel ribs. The seismic signals introduced as input were obtained from three different earthquakes: Al Hoceima 2004 in Morocco, EL Centro 1940 in the USA, and Kobe 1995 in Japan. The numerical results show that the deformation of the tunnel lining is more noteworthy in the sections using steel ribs compared to those using rock bolts, which is observed by the large values of relative displacement, reaching 1020 (mm) and 2.29 × 105 (N.m/m) of maximum bending moment. The analysis indicates that these sections present higher vulnerability during an earthquake, which should be considered when looking at the overall safety of the tunnel.


Author(s):  
Xianming Yu ◽  
Dewei Chen

<p>Yachihe Bridge is a record‐breaking cable‐stayed bridge with 800m steel truss deck in the main span. As the bridge side spans are limited in size due to environmental constraints, 220m concrete decks are the optimized solutions for the side spans to balance the weight of steel truss deck in the main span. The joint of concrete deck and steel truss deck is one of the most complex points of the bridge, as it bears the maximum axial force and the structural cross sections, rigidities and material properties are changed at this position. This paper mainly presents the detailed design and numerical analysis for the steel‐concrete joint of Yachihe Bridge to investigate its structural performance. Meanwhile, the numerical results of concrete and steel decks, bearing plate and shear studs of the joint are also discussed.</p>


10.1144/m53.7 ◽  
2020 ◽  
Vol 53 (1) ◽  
pp. 187-196 ◽  
Author(s):  
A. O. Wilson

AbstractExploration of the Jurassic hydrocarbon system in the Arabian Intrashelf Basin area is in a mature state. Given the scale of the present day anticlinal structures and the adjacent synclines, all of the supergiant conventional fields trapped in huge anticlines have already been discovered. The theme throughout this Memoir has been to present the evolution of the self-contained Callovian–Tithonian Arabian Intrashelf Basin hydrocarbon system. Its size, c. 1200 × 450 km, is greater than that of the UK, larger than the Black Sea and almost as large as Turkey or the area of Texas and New Mexico in the USA. It is geologically much simpler than these regions, both in the exceptionally remarkable continuity of facies within the sequences that developed and filled the intrashelf basin and its relative tectonic simplicity, including up to the present day. The cross-sections, facies maps, depositional profiles and other data and interpretations presented in this Memoir have documented this remarkable continuity. The source rock interval is well-defined everywhere it occurs and is mature; enough oil has been generated and migrated so that every sealed trap with reservoir facies will have oil. Around and within the basin, shallow water ramp facies in each sequence are in the reservoir facies and the early-formed porosity has been preserved. The carbonate seals and, even more so, the evaporite seals are remarkably laterally continuous. Therefore the big issue in future exploration is finding a sealed trap with potential reserves large enough to be worth drilling when compared to known reserves and estimates of future production. This chapter discusses some possibilities for stratigraphic traps and unconventional plays. Potential plays have been and/or can be identified, but finding them in the present day structural setting is likely to be very difficult.


2009 ◽  
Vol 15 (3) ◽  
pp. 289-297 ◽  
Author(s):  
Antanas Kudzys ◽  
Romualdas Kliukas

The expediency of using precast spun concrete columns of annular cross‐sections reinforced by high‐strength steel bars is discussed. Test material properties, efficiency factors and resisting compressive stresses of plain and reinforced spun concretes are presented. Modelling a bearing capacity of eccentrically loaded members of annular cross‐sections is based on the concepts of compression with a bending moment and bending with a concentrical force. The comparison of test and modelling data of concentrically and eccentrically loaded members is analysed. The expediency to use in design practice the approaches of current methods of partial safety factors design (PSFD) legitimated in Europe and load and resistance factors design (LRFD) suggested in the USA and other countries is considered and illustrated by a numerical example. Santrauka Aptariamas didžiastiprio plieno strypais armuotų žiedinio skerspjūvio centrifuguotojo betono kolonų naudotinumas. Pateiktos armuotojo ir nearmuotojo centrifuguotojo betono medžiagų savybės, efektyvumo veiksniai ir laikomieji gniuždymo įtempiai. Ekscentriškai gniuždomų žiedinio skerspjūvio elementų laikomajai galiai modeliuoti taikomos lenkiamojo gniuždymo ir gniuždomojo lenkimo sampratos. Analizuojamas centriškai ir ekscentriškai apkrautų elementų eksperimentinių ir modeliavimo duomenų sugretinimas, nagrinėjamas Europos, JAV ir kitų šalių projektavimo praktikoje įteisintų ir paplitusių dalinių veiksnių ir apkrovų bei atsparių veiksnių metodų taikymo tikslingumas, kurį rodo skaitmeninis pavyzdys.


Sign in / Sign up

Export Citation Format

Share Document