Question 7 For a fixed length of asphalt mixture and cement concrete, which one will expand more? Question 8 The sieve analysis of a 500-g sample of fine aggregate resulted in the following Table. Please 1)complete the Table, 2) find the fineness modules,3) find the average sieve of aggregate Sieve No. Weight % % retained retained coarser % finer

4) For the beam shown, find the reactions at the supports and plot the shear-force and bending-moment diagrams. Label the diagrams properly and provide values at all key points. (5 point for free body diagram, 5 points for calculating reaction forces and moments if any, 5 points for Shear body diagram, 5 points for bending moment diagram)

Question 1 A sample of sand has the following properties: Moist mass=625.2g, Dry mass=589.9g, Absorption=1.6%. Please find: (a) The total moisture content, M.C., (b) The free moisture content Question 1 options: (a)0.6%, (b) 0.44% (a) 0%, (b) 4.4% (a)6.0, (b)4.4 (a)6.0%, (b)4.4% Question 2 Find the volume of voids in a 3 yd^3 coarse aggregate of bulk density equal to 102 pcf. The specific gravity of the particles is 2.65. Question 2 options: 37ft³ 31ft³ 35ft³ 41ft³

Task Requirements  Write a report about the following case study (see the description below).  Word limit: minimum of 5,000 words and maximum of 10,000 words (excluding the reference list)  Referencing style: APA6 or APA7  Submission: Thursday, 20 Oct 2022 Case study description Gecko Allied Health Services (GAMS) Standards in community health care are steadily rising. A recent development is value-based health care delivery where greater attention is focussed on the patient. This has resulted in the traditional “silos” of health care delivery being broken down so that medical services are delivered by a multi-disciplined group of doctors and allied-healthcare professionals. There is further pressure to extend this model into the community so that access to these specialised models of health care delivery is not limited by the location of where people live. The purpose of this assessment exercise is to develop a comprehensive set of documentation that reflects the three aspects of McCabe’s approach to network design: analysis, architecture and design. Please refer to the marking criteria.

A railway embankment is to be built on a profile of soft clay in an estuarine environment of NSW. The ground surface is at elevation +2m AHD (AHD: Australian Height Datum) and the top surface of the embankment should be at elevation +4m AHD. The initial design put forward by a geotechnical engineer is a 2m high embankment, 7m crest to crest, with 2H:1V batter slopes. The bulk density of the embankment is estimated to be 1.78 t/m³. The soil profile consists of 50 m of soft clay overlying some dense sand. Some soil specimens were collected and tested returning the following values: m = 2.5 MPa ¹, Poisson's ratio of 0.3, Gs=2.65, c, = 14m²/y. The objective of this assignment is to compute the settlement under the centreline of the embankment using different assumptions and models and evaluate the different results. Plane strain conditions can be assumed. 1- Under the centreline, what are the deformation conditions (i.e. 1D, 2D, 3D)? 2- Plot the increase of vertical stress and horizontal stresses under the centreline of the embankment, due to the embankment. Plot stresses from the surface to 50m, in 1 m increment. The plot should look like sin r plots of tutorial solutions. For this question, produce all steps of calculation at a depth of 5m and plot the rest of the stress values. 3- Assuming 1D conditions (i.e. no lateral deformation, no stress dissipation), compute the primary consolidation settlement under the centreline. Discretise the soil into sub-layers if you deem it necessary. Comment your result. 4- Using the SB method, compute the primary consolidation settlement of the embankment under the centreline for: a. No discretization of soil profile: b. Discretization of the soil profile into 2 sub-layers of thickness c. Discretization of the soil profile into 5 sub-layers of thickness d. Discretization of the soil profile into 10 sub-layers of thickness e. Discretization of the soil profile into 20 sub-layers of thickness For each discretised profile, compute the stress at the appropriate depth(s). 5- Compute the primary consolidation settlement of the embankment under the centreline following the method of the lecture notes, i.e. 1D in the confinement triangle + the SB method outside. 6- Conclude on your findings in terms of the effect of discretization on the settlement value, choice of model, effect of assumptions made, magnitude of settlement. 7- Using the result of question 5, compute and plot the evolution of primary consolidation settlement in time from t=1year to t90, in 5 years increment in between (1, 5, 10, 15 etc...). END OF THE ASSIGNMENT

6) A sphere of radius R, made from a material of specific gravity SG, is submerged in a tank of water. The sphere is placed over a hole of radius a in the tank bottom open to the atmosphere, as shown in the diagram below. Assume a is much smaller than R. a) Develop a general equation for the range of specific gravities for which the sphere will float to the surface. b) For the values given, determine the minimum SG required for the sphere to remain in the position shown.

Task 2: Thinking questions Create the net for a soup can with the dimensions of your choice. Make sure to be realistic. Label the dimensions. Calculate the surface area of the can. Calculate the volume of the can. Create a question involving a real-world application that can be solved by the sine or cosine law. Draw a triangle that represents the situation and solve the triangle. Draw a perspective drawing of an item that you would find in your home.  Task 3: Communication questions Imagine you have decided to design an item of furniture for your home. Name the item you wish to make. Describe the size of the item. Why have you chosen this size? Describe the shape of this item. What geometric shapes will this item include? Describe the material you will use. What advantages do these materials have over others? What are some unacceptable materials for this item? Are there any standard requirements related to this item? Explain.  Discuss some of the other constraints associated with this item. A cardboard box is being designed to hold a volume of 729 cubic cm of salt What dimensions would you recommend for the box? Why? Give three or four reasons for your answer. Define the three elements that must be in balance when designing an object. Give an example, and explain how you would balance these three factors in your design. Which of these factors do you feel would be the most important in designing this item? 

2. Direct shear tests were performed on sandy clay samples. The specimen cross section was 60 mm x 60 mm and the proving ring constant is 11.1 N per division. Test results are given in the following table. Determine graphically the shear strength parameters (ignore the effect of changing sheared areas during test). Would failure occur on a plane within this soil at a point where the normal stress is 300 kN/m² and the corresponding shear stress is 115 kN/m²? Test No. Normal Force Proving Ring Reading at failure (N) (N) 360 23.4 720 34.2 1080 46.8 1440 57.6 1234 4

Question 3 SSD weight in air-7820g, submerge weight =2340g and OD weight =7290 Find % absorption. Question 3 options: 7.8% 7.3% 7% 8.3% Question 4 Question 4 options: Coarse aggregate is placed in a rigid bucket and rodded with a tamping rod to determine its unit weight. The following data are obtained:

Qatar University College of Engineering Department of Civil & Arch. Engineering 1. Direct shear box test results for clayey sand specimens tested at three different normal stresses are shown in Table 1. a. Plot the shear stress-shear displacement relationship and determine the peak shear strength at each normal stress. At which value of shear displacement would the peak shear strength be mobilized? b. Draw the failure envelope for the peak shear strength. Use the same scale for the x and y axes. e. Determine the shear strength parameters and write the equation that can be used to estimate the peak shear strength (5,) of the tested soil. Table 1. Test results for soil tested in direct shear apparatus Normal Stress (G)-42 kPa Time, see (t) 0 30 60 90 120 150 Proving ring reading (Div.) 0 15.9 27.4 37.1 45 52 Foundation Engineering I (CVEN 330) Assignment No. 1 (Sep. 21, 2023) 180 210 240 270 300 330 360 390 420 450 480 510 540 Use the following to process the data: 57.4 61.8 65.2 68.8 69.7 68 61.8 15.9 G-78 kPa Proving ring reading (Div.) 0 31.8 51.2 65 • Area of shear box-6×6 cm² -0.0036 m² Shear rate=0.01 mm/sec • Proving ring constant-0.00204 kN/div • 74.1 85.4 93.2 104.8 108.7 109.4 108.5 98.8 31.8 G-130 kPa Proving ring reading (Div.) 0 45.9 70.6 91.75 Shear Displacement, &-Shear rate time Shear Force, T-Proving ring constant Proving ring reading Shear Stress, T-T/cross-section area of shear box 107.65 120 129.5 138.7 146.1 151.2 157.95 162.35 166.2 169.4 171.9 174 175.5 173.5 169.4 Hint: You may use the following equations to process the data of the table, and show detailed calculations in your solution.