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TMA 38/1 at 12 Fayvel st. Tel Aviv Project TMA 38/1 (strengthening a residential building and adding floors) in Tel Aviv which included hanging a building for the purpose of digging under it. The challenge: Addition of 3 basement floors under a residential building intended for preservation, including the addition of upper floors. The solution: Construction of a reinforcement and hardening system for the existing structure, hanging on stilts (underpinning) and completing the excavation under the structure.

Sha'are Zedek Hospital underground parking lot, Jerusalem A foundation solution for the parking lot that includes monitoring the implementation and providing local solutions that resulted in savings of millions of shekels in the project's finishing costs. The challenge: Quarrying to a depth of about 30 m adjacent to an active hospital and urban streets. The solution: Close geological and engineering monitoring and accompaniment at the beginning of the deposition and during the entire quarrying allowed significant adjustment and lowering of the support elements, according to the findings.

דף הבית / About / About Us Yuger Engineers was founded in 1981 and specializes in providing geotechnical consulting services to entrepreneurs, the largest and leading companies in Israel, the Israeli government (including the Ministry of Construction and the Ministry of Defense), municipalities and local councils. We are committed to the success of our clients and operate from a deep understanding of the business challenges they face. Therefore, we made it our goal to harness our engineering excellence and our decades of experience in the field to provide unique and creative solutions whose purpose is to save costs and execution time. Our position in the engineering market in Israel as an authority in the field for the business and public sector. Also, our company is engaged in providing legal opinions as an expression of our professional superiority and validation with the authorities. Our team Eng. Moti Yuger Founding Partner & Chief Engineer Moti Yoger has over 40 years of experience in the field of soil and foundation consulting, including several years at the American consulting company "Woodward & Clyde Consultants", one of the leaders in the field of soil engineering in the world. He holds a bachelor's degree (Bsc) in civil engineering and a master's degree (Msc) in soil engineering from the Polytechnic Institute of New York and previously served as a soil engineering lecturer at the Givatayim College of Technology and the Rupin seminary in Emek Hefer, and as a committee member and consultant for standardization. As a leading figure in the field of land consulting in Israel, Moti Yoger implemented for the first time in Israel several methods and technologies of grounding and soil improvement, including the CMC method - Concrete Modulated Columns. View More Eng. Daniel Zlusky Partner and Senior Engineer Graduated with a bachelor's degree in civil engineering (structures track - B. Tech) from Ariel University in 2011. Graduated with a master's degree in geotechnics track (ME) from the Technion in 2018. Worked in the company since 2011, partner in the company since 2018. View More Orit Peretz Lefler CEO Graduated with an LLB degree in law, with about a decade of experience in managing international companies that include business activity in developing markets in the Far East, Europe and Canada. Orit has extensive experience in the fields of regulation, international trade and business development. View More Eng. Khaled Hariri Engineer Graduated with a bachelor's degree in civil engineering - structures BSc and holds a master's degree in civil engineering (geotechnics) ME, from the Technion - Israel Institute of Technology. Licensed structural engineer with over 5 years of experience. Since 2019, structural, soil and foundation engineer. View More Eng. Maayan Mizrahi Civil engineer Graduated with a double bachelor's degree (B.Sc.) in civil engineering and geological and environmental sciences, Student for a research master's degree (M.Sc.) in civil engineering in the geotechnics track at Ben Gurion University. Former practitioner in various university courses. View More Eng. Daniel Levav Engineer Graduated with a bachelor's degree (B.Sc) in civil engineering with high honors, Ariel University. A master's degree student in the geotechnics track at the Technion. Former lecturer and practitioner in a variety of courses at Ariel University and Rupin College, as part of engineering and construction engineering studies. Has a seniority of over 3 years in our office. View More Eng. Ali Abed Al Jafar Engineer Graduated with a bachelor's degree (B.Sc) in civil engineering in the structures track with honors, a master's degree student (M.Eng) in the geotechnics and tunneling track at the Technion. Practicing courses at the Technion and the former Sami Shimon College. A registered structural engineer with two years of experience in construction planning. View More Avichay Rubin Geologist Graduated with a bachelor's degree. B.Sc in Geological Sciences with an engineering major - Ben Gurion University of the Negev. Graduated with a B.Sc degree in civil engineering - Ariel University in Samaria. Has 7 years of experience in the field of soil and foundation engineering. Wide experience in a variety of engineering projects from the fields of infrastructure and housing. View More Ziv Raz Manager of contracts and engagements Graduated with a bachelor's degree in industrial engineering and management, over 20 years of experience in management in the field of operations and logistics, with over 5 years of experience in managing operations and sales in the field of land and foundations. View More Hasida Butzer Welfare director View More Alice Zarfati S ecretary View More Alice Zarfati S ecretary View More

Gaza strip underground obstacle Construction of an underground barrier on a huge scale and in varying soil types The challenge: A very large project required the division of work into different centers and subcontractors. Adaptation of execution methods and equipment was required for the large scale project. Dealing with various malfunctions and surprises during the execution (for example - escape of bentonite, severe segregation in concrete, etc.). The solution: Conducting a field investigation along the entire strip, to examine the different types of soil. Frequent arrival to the field to examine problems and execution constraints that require adaptation and unique solutions.

Value engineering - reducing the cost of a construction project Value engineering in the field of construction, allows savings in the costs of the project and on the basis of studying and examining its various engineering aspects and formulating recommendations for changes in planning and implementation while maintaining the quality of the final product. As a provider of soil consultant services, at Moti Yuger we make sure to incorporate in our services the professional aspect of "value engineering" which allows us to control existing land reports, construction plans and projects in the execution or finalization processes. Our professionalism has enabled us in the past and during the examination of plans of private projects of building houses as well as business-commercial projects to present alternatives for saving significant amounts that made it possible to get started with an execution budget that is tens of percent less. "Value engineering examines ways to improve the function of the product, and to make it cheaper by reducing the raw material, reducing the accuracy requirements and streamlining processes" (Gideon Halevi) and this from a professional engineering approach based on proven academic tools as well as the many years of experience of the Moti-Yuger Engineering company . We specialize in value engineering services for reducing construction project costs under commitment. Value engineering, what is it? The field of value engineering is institutionalized and includes several steps: preparation Research and data collection Analysis Developing alternatives Evaluation of alternatives Forming conclusions Introducing a recommended alternative Monitoring and in further detail and based on standardization such as the international ISO 15686. Information gathering What is going to be done? Who is the performer? What is the required result? What must not happen? Measurement What is the method of measuring and evaluating the alternatives? What are the different approaches to providing the alternatives? What are the alternatives that will allow the presentation of a similar result as required? Analysis What is required to be done? How much does it cost? Are there alternative ways to achieve the goal and the required product? Assessment Which of the alternatives is preferred and will yield the best result? Developing alternatives What are the consequences? What are the costs? What is the performance? Presenting alternatives Presenting alternative solutions to the client, recommending the best alternative and tools for making a decision. If you would like to learn more about the academic-professional background of the value engineering approach, you can find a lot of material in volume-2 of the book "Engineering Design" by Gideon Halevi published by the Open University at the link here. Do we perform Value Engineering? Definitely yes. The professional workforce at Moti Yuger Eng allows us to carry out cost reduction processes in projects and by using a value engineering approach. In the past, we have already carried out a number of complex construction cost reduction projects that managed to significantly reduce the final construction cost for the client - whether in private construction or in large-scale business construction. However, it is important to note that at Moti Yuger Eng., the focus is not only on reducing costs through material savings, but is mainly based on a thorough examination of the construction methods and finding efficient, safer and cheaper alternatives.

Choosing a land consultant מכונת CFA מכונת מיקרופייל קידוח תוך שימוש בתמיסת בנטונייט קידוח תוך שימוש בתמיסת בנטונייט קידוח תוך שימוש בתמיסת בנטונייט קדיחה על יבש ע"י מכונה סיבובית קדיחה על יבש ע"י מכונה סיבובית קדיחה על יבש ע"י מכונה סיבובית דיפון בשיטת TOP DOWN דיפון הנתמך ע"י עוגנים דיפון הנתמך ע"י STRUTS תימוך ע"י ברגי סלע קירות סלארי קירות סלארי At Eng. M. Yuger Ltd. we take the soil consulting and geotechnics profession seriously, that's why we chose to present you with a "grocery list" that will help you choose your soil consultant. In addition to the necessary academic studies, the graduate must register in the labor branch of the Ministry of Economy and Industry (formerly the Ministry of Labor and Welfare) in the "Soil and Foundation" section if he meets the following requirements. Of course, in order to meet the conditions for choosing a soil consultant, which is recommended here, it is important to first meet the basic requirement - registration in the soil and foundation section. Alternative A: studying relevant subjects Having a bachelor's degree in civil engineering and registered in structural engineering, who will prove that a person has studied and successfully passed the subjects according to the list below (for example as detailed in the Technion catalog), whether he studied at any recognized institution in Israel or abroad: The two subjects (prerequisite subjects given in the bachelor's degree): 014409 - Geomechanics 014411 - Soil engineering and the following professions: 019003 - Numerical methods for engineers 018420 - Advanced soil mechanics 018417 - Seepage and slope stability 019427 - Constructive laws in geomechanics 019430 - Foundation 018416 - Introduction to soil dynamics 018418 - Supporting structures 016421 - Field investigations in geomechanics 019424 - Geotechnical aspects of an earthquake 019425 - The theory of plasticity in soil mechanics 019429 - Land improvement and slope stabilization 016403 - Introduction to rock mechanics 019908 - Advanced Engineering Geology 018423 - Advanced Seminar in Soil Engineering A total of 16 professions. Alternative B: Master's degree in civil engineering with specialization Having a bachelor's degree in civil engineering and being registered in the civil engineering branch in the buildings section and having a master's degree in civil engineering - specializing in geotechnics (soil and foundation).

Ha'Imahot Street, Tiberias The construction of Ha'Imahot Street road in the marlstone area was problematic - a method of execution saved millions of shekels The challenge: Marlstone area is prone to landslides, a fact that did not allow the completion of the road to the west. In addition to the road, the last structure towards the additional road section slid towards the northwest, towards the road. The solution: Before we got involved in the project, a very complex solution that included piles and permanent anchors in marlstone was proposed. We proposed an alternative solution of "stilt farms" only, where the road itself is a concrete surface cast on the stilts. The piles were 90 cm and 110 cm in diameter and 50 m deep, and were built as a grid across the width of the road to its western end. The assessment of the execution rate of the piles with the existing equipment in Israel was 1 pile every two days, but with the help of an imported machine the actual rate was 1-2 piles per day. The solution resulted in a huge saving of time and money estimated in millions of shekels at the very least.

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Choosing a land consultant

Lod train Construction of a train terminal, including an administration building, a fire station, extension of platforms and bridges at the Lod train station - an active and central station. The answer we gave in the project included: General concentration of the findings of the field investigation and geotechnical knowledge in the general area of the Lod train station. Accompanying the laying and foundation works in a large number of projects allows for a thorough acquaintance with the properties of the soil and possible execution methods.

Route 16 Bridges and tunnel portals planning project The challenge: A DB project with a very tight schedule that includes large and complex construction elements (bridges, tunnel portals, armored soil walls, sheetrock walls with rock bolts) in an urban area, an infrastructure, a flowing stream and a deep estuary. The solution: Familiarity with the area and close supervision of the field investigation and execution works throughout the entire project. Cooperation with a planning and execution team that works together on several projects (for example - Highway 6 North) and is able to work with synergy and particularly high efficiency.

The bridge over Boho river The project of the bridge over Boho river, in which Eng. M. Yuger served as a soil consultant on behalf of the contractor Sollel-Bona, was intended for the railway line from Ashkelon to Be'er Sheva and in accordance with the constraints of preserving the environment and the complex infrastructure for a railway bridge, and was a unique project in Israel. The bridge is located above Boho river , west of the city of Netivot, an environmentally sensitive area and for the purpose of building the bridge, it was necessary to carry out a strict and gentle process in regards to the preservation of nature. The project The planning began in November 2010 and the execution began in February 2011 and ended in October 2012 - the executing contractor was "Sollel Bona" and the land consultant on behalf of the contractor: Eng. Moti Yu ger. The bridge includes eight equal spans 32.5 meters long, 12 meters wide and 260 meters long. The bridge spans have a hollow circular section with a diameter of 4 meters and reaches a height of about 20 meters. The upper structure of the bridge consists of two massive prefabricated beams 2.2 m high, weighing about 200 tons each, cast on site and hoisted on top of the bridge girders. After placing the beams, a 30 cm thick bearing plate is cast. The bridge is a continuous bridge with seams in the end commissioners and two internal commissioners, where some of the commissioners are harnessed to the lower structure. In the end commissioners and some of the internal commissioners, special EKH-type authorizations were assembled. These braces prevent displacements across the bridge and thereby also share the unharnessed commissioners with the journey in receiving the horizontal forces obtained from loads, such as centrifugal loads, wind loads and earthquakes. In the longitudinal direction of the bridge, the supports allow the movements in order not to receive large forces due to loads such as temperature, shrinkage and creep. The documents were designed to receive horizontal forces of up to 200 tons. A detailed interaction calculation (bridge rail) was made for the bridge using MIDAS CIVIL software in accordance with the European standard EN 1992-2. Quality control during execution During the casting of the prefabricated beams, a discrepancy was opened by the contractor's quality control regarding the strength of the concrete that came from one of the mixers for casting the beam. Two separate tests were conducted by two different test institutes. According to the results of Institute No. 1, a compressive strength was obtained at the age of 28 days of 66 MPa compared to 5.30 MPa according to the results of the second Institute. At this point it was decided to wait for the concrete strength results at the age of 50 days to verify the results. Upon receiving results after 50 days, it was decided to conduct an in-depth examination to clarify the issue. The actions taken: The instruction to remove cylinders in suspicious places in order to be sure that there is concrete of low strength in a certain area of the beam. For this purpose, a typical beam casting was followed in order to discover the location of the defective mixer. A meeting with the concrete technologist to clarify the issue. Schmidt hammer test, which is a test that allows you to get an idea about the differences in the density of the concrete in different areas. The test does not give the strength of the concrete but only indicates changes in its uniformity. As mentioned, in order to give instructions for removing cylinders to test the strength of the hardened concrete in the places where the low-strength concrete was poured, a basic sketch was made, based on the order of casting the beam, for the location where the weak concrete is suspected. The execution of this sketch was possible only thanks to the execution engineer who documented in an orderly manner the order and method of casting that were actually carried out. The results of the rolls obtained definitely showed a decrease in the strength of the concrete: Rolls No. 1,2,3 in the area of the weak concrete showed the strength of the concrete lower than planned - Rolls No. 4,5,6 in the normal area showed the strength of the concrete as planned. At this stage, an in-depth examination was made into the way the problem was handled and after additional tests, consultations with the client of the work and the project manager, it was decided to reinforce the beam in order to qualify it for full function as planned. Despite many pressures to approve the beam because there was a laboratory test that proved that the strength of the concrete is 60 and the concrete technologist's claim that the concrete that arrived at the site is definitely of the 60 type, it was decided to carry out an in-depth examination of the issue in order to eliminate the smallest possibility that there is concrete with a lower strength than planned. It should be noted that the inspection could not have been done without full cooperation on the part of the contractor and on behalf of the quality control on the part of the contractor. Thanks to the in-depth inspection that was done, a concrete beam with a lower strength than planned was discovered and corrective measures were taken. Published for the first time in the newspaper of the Union of Construction and Infrastructure Engineers, Issue No. 66